HomeMy WebLinkAboutPacket 05-08-08
~
}- . ~~.
Below is an overview explanation of the changes to the ,existing building and site as
proposed for the remodel and addition at the Circle K Shell Convenience Center.
The site is located at the southwest comer of Rangeline Road and Carmel Drive.
The building remodel and addition includes:
II
The carwash facilities will be removed.
There will be an addition to the building.
Installation of an exterior facade on all fou'r sides of the building will include
brick and stone.
The interior floor plan will be reconfigured to accommodate an increase in sales
area, cooler space and restrooms in compliance with ADA standards.
Primary public entranceslbuilding fronts for both Carmel Drive and Rangeline
Road will be provided.
The building design provides prominent architectural features that will be visible
from both public streets that will identify the primary entrances to the
convenience store.
A prominent corniCe will be added to the top of the parapet wall.
The building height will be increased dramatically to 21 feet to the cornice top.
The interior ceiling height will be increased from less than eight feet to about
twelve feet.
The brick and stone colors for the facade were selected to be compatible and
enhance the neighboring facilities. ,
The building will have a white roof material to improve energy efficiency.
All of the HV AC and interior equipment will be replaced with new, higher energy
efficiency equipment.
III
II
III
II
.
Iii
.
.
.
.
.
The changes proposed for the site include:
.
Removing the drives for the existing cat'wash.
Adding parking to the north side and adjacent to the building.
Constructing ADA compliant parking, walks, ramps and access routes to the
buil~irig. .
Adding vendor spec.ifi~ parking to improve site circulation of traffic.
Adding a concrete sidewalk access from Rangeline Road to the building.
Realigning the existing parking for improved access.
Landscaping will contain a substantial number of trees and shrubs. The trees will,
be both ornamental and shade.
Asphalt paving will be either new, replaced or overlain to provide a uniform
appearance, /. '~~.
The drive from Carmel Drive will be reconstructed to reduce the slope an,d ,/ ~:'\,
impro~e the access. '. . . ,.':i . ECENEU' ~""'~'
The dnv~s ~rom Rangehne Road WIll be reconstructed due to the poor CIQPpltlOn~ ,fJCJCO. \" '
of the eXIstlng concrete pavement. I !\~" '2. ~ 'l! . ):"
\ noeS ;.;; /,:'
\ \\J I: /,'.
...~~-, ~<~-\," ~." '
.
iii
II
II
II
II
.
.
.
.........._ __ 4 ~
or
-c:I
- ~
iii
Bicycle racks for parking in excess of the required number are being provided to
promote alternative transportation.
Decorative low walls are provided with sitting surfaces along the public street for
pedestrians.
The low walls are continued to the intersection of the streets with a plaza area
containing decorative pavement and landscaping to enhance the pedestrian
streetscape.
II
III
These lists are not intended to be all-inclusive but to provide an overview of the level of
commitment that Circle K is proposing to improve the facility and this quadrant of the
intersection.
d .I!
Q)!!I- n
t::"t::"
j~l! aE
.
I
I
I m co
C) ~
C) CI')
r:--.., co
co U
C'\J 0 0 I
fd 0:: Q ~
a..
Ct:: .q: I
~ I
~
W
I-
en
C
W
en
o
D-
O
a:
D-
,
l
Lno
t--<(
N
NO<(
· a:Z
OW<(
:z:Z-
-0
...JZ
W-
CJ ~
zu1
~<(~
a: a:
w _<(
...J C/) 0
00
a:~
-,...
o
.
G)~
~.. !:5
QZ ~
~un
~t;~ ~5"
_!:2.
J
.~ I
+-'
(.)
CJ)
Q
en
\-
CJ)
Cl.
<P
E.
-
ro
()
<P
.~
-
o
'0
CtI
o
cr
CJ)
c
:.:
Q)
0>
C
CtI
cr
~I l!
i~ il
(.)~t !!i
B :g .!!l F::'F::'
~r;~ ee
Q)
>
-
(,)
CD
Q.
fI)
~
CD
a.
CD
>
CD
~
-
CD
CD
~
/ -
(J)
'r
en
c
-.:
CD
.... CD
.cc
0)--
-- C) ·
Cl)c()
.5w.5
1.
1...." I I \'ell I
\'ell W.~.~"I I
, l 'i (h~ ...
/~~~A" 'W\..l
iL~~~
r;:....-=..:)f)
II
~ Insight
. Engineering
~ Inc.
Suite C
9765 Randall Drive
Indlanapoll~ IN 46280
(317) 84&-9040
(317) 84&-9080 fax
"
"'"
v/
----....-
~II
,~
::-- ~~'~"
-~~
, ,,-~
'') "
..... ~
........
----...-...-.. --
~
~-
- -l~J[-Iu:IJl-
L ":'.JL ~ .::~_=~ _~L=gl :_-;-__
't
[
I
I.
I
-,
r I
I I
\ I
I
I
Ii
[ 1 (:-~:
II
II
"'1
II
.fJ
I
'..',_.L~ .'
..
I ntersection Elevation
~~
~~ .i
=ii~ ~I
~]I ii
~m-g ~~
_ r:!..r:!..
c
o
'';: I
<<'
>
Q)
w
ot-'
V)
m
W
- --- .... .....
,.......,
c
o
.~
ro
>
Q)
w
~
.....
~
o
Z
Sg
<<'1L. ;::::; C".., " -.
~ i:iJ 00 "J
QC"-Jg
~a:Q
~
I:
I
I
- -~ml
- ;1
;/
,.,
,
/
I
~
~~ 1:1
"Cz -
,,1111
~ie:a f:~
(I) eft.5 ~_
en
c
-~
Q)
..- Q)
.cc
0)--
-- C) .
Cl)c:(.)
.5w.E
..
j~~;J~~~
~
.....
~.Insight
..~~~ineering
Suite C
9765 Randall Drive
Indianapolis, IN 46280
(317) 848-9040
(317) 848-9080 fax
South Elevation
CD~ =
i!::z -
~~ ~I
uil ii
~:B~ S"S"
fnf;).E c.c.
CD
c
-.:
CD
.... CD
.c:c
C)--
-- CD ·
U)cu
.5w.5
'.
c:
o
-
CO
>
(1)
'w
-
en
Q)
~
c
o
......
'"
>
Q)
w
c
o
'';:
(.)
CD
CJ)
~
Q)
......
c
I
I 1
I I
I
~L
(-
oe
I"
I
:11
I I
I
I
el- --
!
~; J
~nn
~ S; ~ aa
II
e'l- -
c
.~
-
'"
>
(1)
w
~
-
'-
o
Z
~
~U)
~; !
=a~ ~~
~!l ii
~(j; 'g ~~
- -!:!..
~ Insight
. Engineering
. Inc.
SuUa C
9765 Randall Drive
Indianapolis, IN 46280
(317) 848-9040
(317) 848-9080 fax
,''''';:c, ':';';":""-'N':'::"~;' - .~..io'.7-" .;':'=",'''-Fr..' .....:
.-
_-, : -"J
Sou1h Eleva1ion
. ii II!! ~
..~
~~ ~
~~ ~-=,
-g "0 g!
(,) ~ lit
.!! a
:;ie:o ~~
cncnS ~ ~
_e
c
o
'';::
co
>
Q)
w
+-"
rJ)
co
w
'::.l
-r.~
4J - Cr
[;3 (\J c..S
a::8:?S
~
~ Insight
. Engineering
Inc.
Suite C
9765 Randall DrIve
indianapolis. IN 46280
(317) 848-9040
(317) 848-9080 fax
.
T - -
I
ill
II .1
.
I
.
I
I
I.
.
West Elevation
! ~! ~
I ~un
I :s ie :6 F:"F:"
CI) en .e ea
C)
c:
-a:
....m
.cc
0)--
-- 0)
cncu
.j
(J)
>
'';:::
(.)
(J)
Q
(/J
'-
Q)
a..
Q)
'-
~
(/J
o
(.)
c
W
'-
Q)
ot-'
(/J
Q
E
~
o
.''''''' I'.;, II
~"I I., II' ,
I~
J' n" __
, ;: :1, .'~:,~ I.. .'j; J?=l~''f;; -
.- I · I"" ," 1 ,~~ If.~. M
,~ -., I~". "J,'.'!_,.,_'U1_
\.... -ji I'};J
~" ,.", IJ', \i. -~
,,'I, _
#-itl ; ll1;. :1'
IE · '- ,'" ii'
v;'" .~ 1_"
~ ~ .;":". II: II !. , }:.~,., "., - ,:; .!i'l
.... 'd~'
.; f;W:'j~, i\~7', .J}.:~ ..ll{i~ -- '
f'q .' ", c', .< , ~ "
" . ~ -, ! If\ l':\ i, ~ '- "" .!l,
I . It ..,~.~ ~ ~ . : ~~~!],'~ .~. ";:!I ~ I iC I.'" I! ,I'j;#- "'". ' . '~
1* ~,r ,;;; ..~:~ ~ .,~~., ';' -- :. ,I~' 'l~ ~1,1Iiii ~'I'*
,~I 3 ~ "",' ~ :.:r ." ft. ;-l.,~ .~":'1" '71' ,~
Jr' fr,(" . ;" 'AI' itr \ I ;tt' ~,./III, " .. ''/;:', ~. r .'
'I >. ';'. ~ - d., ~. ::"~I ~.rl J h , ;',' 'II" I~_
[.ll flr'?"'",'1 t,;;,f ~ -21 :. .' '" ~,', i~,,-,'... 1:t}.!,I.I: ~,\:.~ '. ~; ~
"; I!__I ""! .~ .4 -"r~.:;1 I~I' I :..:l~' *,
! ~'Jfl' ~ ~l'ill "~ -I I - .' I" ~ ii"
~ ! ~_ '::, I ., I' l"i6; 'I ~ 4 II '\ J _II 'I . [I
l -,' I - I I 1 1'_
, III ~ ,,- " I, - I f ,- - - ',\,
I II " II ~_., .11':'.,1" ~'!~, ,I' I,,''" i '~ t.,., 11'<1;
. I '.~ ~ '>ill' ..'. I ,~ II I . I" 1 I '" ;;"....,.,"
I I ...."t I ,1- I r . ~,'r I:':':' ..I _
I,i. ;;;,".I~.~i . .It.~. ..,-t>':, :::t,. II ~ ~~"I.
,
I I
., I
I
I 1
i !..
: I
1 I
,I'~* I';
':~I1.~
l J'~
i! ~;t
tit,
~ -,: ;'1.,11
t' n
, II I 'a-r;
:;'1 - ~
I
, 11
,.1
.,.'\
J~ "
1\
i
c
o
-
~
>
Q)
W
~
-
L-
o
Z
"
".1 if -1'1
~ ,;!"
. I .i;", II
'~J r
'I'::" I I I
rll '
I. I I
-. _.: '._ II ,
I, '" · '. In' "I !.... l!
I . ,:<;fIt ~ . I
~"'~ ...~. .v; ~.~ .:.. I if
I. II
. II
I -
II
~ I
" _ J
II"
""~.
i'
;'<lr
..#fi
I~~
I'~^-
,~~ .'
il~~';r I
. :
1_ r
I II
II
'~~
;,"f'
I "
ih:l
, I
. I
.;...~
I'~...c
-
.A"~ ~.'.' I" ~t '
.. ~ 4'
'1li..
-,
e.?
I,
II
'I
'" '~~.'c, "
~ i ~,
- ...;f,t. 'I.
. .>ff#O ._L',J'
I.. '-,.
,,:" "",. ~ ,,1
'~I;a -
~: ~.~ ,~.1 .3 ."
f- .' "!t ~J
~/
j
,.
" I
=- li-,
Il t~}J
'~Ir
l[~.l~ . lr~
, ':..J J I '
:.)-
II;- 'I ~
" ~ II
<~ .=.:, ~I of;~r '"
-~ q '~II II 1
I, I
I' ,
r
:1
,lf~
;lit,
';,~ ::
I~' ~.
~l:: ''''11 ~ ~~~ .;
,~!-~",.~ 't'" .'Ji ~
~ 11f\\.' . II '-r-\ · ,,"
~, "~ I "" "2
,~1 <c, ,'j!.
.~; - ""11 ~!o:
,~:. '<r>"'.1
;.. '
. \ '
- ,~~
II '
I '., .
~".,.
J I ~ ....~I"
;'I~~ b,. "
, i .
.~ 1""l"1l'
. \ ,\~ -, ~;:
,~. ~:J-.: ~
.... ~...]>
~ ri... .
,... ~.\I
I II
~... ,r""
..J
i :-:-1
II I
l,
~~I, -
,-_.1 ,
""',' I"""
. ,
..
':::.
tj 1
.""~ ll' It
,I...S. ".:
I 1.;..t~11 I ,- "
..., _ _ I-
I, I:-r: 'I.', ~II:: I .. !.~ .:
~.-'" c,' -
" II
'1
I
. .
I .1
I
,j
I~
~:
II" ~~i
~J
11...;'~r
'I
1';-,
I ...
"'
i
I~;
II
l'
f'
I
t d'
1-
I"
I~ ..
:~ .;
I" I'
~1'!
"!'~ ~;. 11
~ -!'J'
~'"
1""
~I
,*I.,'.. ' ,
~, ~
',"'-'
"'..
~ ...
.
Ii
t ~~.
n;!;'~'
ft. l("~'
I '.~' ,'I~.,.,.~.
Jl". I ~.
, ... I'> J
, ~I'~, q
.. '~1.
]!i/ ~1 .... I ,
I,~'.I I
.1~Cl ~J.I
'I J :';fl1~fl II/~
't-", -I I
'"'" 'S II i
'. I ,I -
~,:, i
\1
i!
~:t
c&.
O~ID
~iej
~G>~
J
II
E'E'
e:!..!:!.
C)
t::
.~
Q)
..... Q)
.c:c
0)--
-- C) ·
(l)C(,)
.Ew.E
(I
, 1,--
c
:
c
o
-
as
>
Q)
W
.c.
-
::J
o
Cf)
(
---~
,
, '
. ..-', .. '" .'. ~ '1-
)"!{ + I' P .1' '"
.~~ . ~ ......-. Ii. I ,il I " ~. , , I.
~ :!I _,II ,~ i~' ~ <~1 ~;:" r~'
~l _.'.. ,'-i *~:-' ~~~:J ~ :}' - (~"" 'l~" Pj:i
I'~ - '~':' ,I,J IJI'I~".. I:.,t I ~'~ ,"~ ,^' I~,I h~.
~ I II ,*,~ . ~d" i'ft, 1"r~ I qd .1; __ 11 I~,
.~ ,'" I .J~.~ : ~ ~ It~ ~-~,,"; ,II; "', ~':I"" )I~;;J 'Jk ..,' ;,' ~ II -1
' 'h t <';l;r) ;~:;. ~,.. , ' )Ii~ i!'" Clf ',' .'_
~ '; '.;'~ ' i'\",' 'I~ I ". : '~'.' ilK ':' · 'I J I
: · -', ~ ;,,$ I;~, > . i::ll'- ~I,~ I -. ~. ~ f:,~~ II'~~I' til~.....I~;&i.... ~'Il
II.. ~J\; I ''1;'' ...~..I "'" i l~" II i.' Ir... LI t "C'" ~l ",... . 're;.' '~Ic [I
j'" II n~ ~.~, 'J',1~ ,,', 'f' l_, "~.~ -."" ,f .
I . -'f~;J ''''2 _., "'Ii I j:=l' ,I_l,.;;-:. '. -f_~'rtr.1 II
I,' 1-: ~;;:?' . :?-,;. :tj-::II~ fl- :,1 - ~ t I!J" '(~. l')!: t,,::ll ~l I ,:1
I : L ...., I ....: -- . - I -, I II '-:11 - "I- I, I - I II
' 1'0, ~. -.,. . I ":'. I """.' If':' 'I I ,~, I ,>, i''' 'l1;. + I II - I 1 1
Ii"'! I ,.,. ,. I · I ,,- ~ '....1' I'~ II
, :;' I, -:' r "i r:-,; _-: r- "", -. i · - .'~ q; '-
t", I ;"" ~J. ,11' ~~,u '11' A~.~ "~: ..14.": Ila ,~l ',.f:'. "11 :;'
c ' ~.::. -I:':: '''', ': · II ' '!l - t "'.,) , ,
I II ',11. I' ".;j~J:~' !;-: I:~ u [Sj::':" h;t::.'-::., or
f; [J : '';;' ~ 'j.if '".f" ',: ,\', ,:; !..o' .'i;. I,l.. 1 "
-= ;:: -v ir...' i.,i-.......... _ i' ~ ~. ;:':' ; . i J( ..'
. ~,
"1': '~ >;1;, ,;f .'" ,,~' LI t. ......... 0 '..;..... ~ Z ~
" ., iIirJ. ",:/f, t-- I I ~ f:,;; .:, ....= I
:.:"~ . ~ i . ~ ','0 I _ . ~,,. ~. .,~ <f' ;-1~;:
_' I"'J ~ ' t ~1iif, l~". .... i~, ... :rJ:n ~)~:;I I
I ~~ ~lfI- ' t't 1'-" " I
I 1"& ' :. ,.'1..~ ..,~ -.., . I ~1 ~ .; ~j ~j ~". f.", \ tl," ::.
I ", ~,,' 1;'\ r 'i:' .~/ '> I II.~' . ," 'It ii, J
· j::i: ;.I!i'; ~ ~;; ~" 'J 41::1" -P.i ~ i .~. -\ ~, ' --I
1-' '.I ;~~1Wi '~'':PI': .~:, 1 l .~ S JIJI". ~.~.; ~ I: }',l 'iL' I
. "I, '. I ;;~I ~.: J,~l 1,.~l I k" ..: ~ ..."" ~ . ~'_.I I. .
L. _' ,:.J .:~ :".," .'11~tl~1f' . ....(.~. I;' ,.", ,
., , .!L . !t'i;i..." ' ~ ~; :~:~ . j ~~--~. I " II .l! ';I~I, ,~. :,,,' ::1 ] .iiii~.?~11
; t' I' ~ 'If. 1_ 'I::l 'f <Ii I ~rll' ~~ : I 'If. .:.. ,~fi I 1_' ~ _' f~ 1'" d
I ';!"# 1J! I ;:- ~ ~ -:=--. I" I I - ? ~, ~~ i: ~ f l~ - I .
. "<! , I' iJ ~ I '" ,:~ ~i '1 l' · I ,. I I ~ '.' I rt .:eirfll,' I "':..i 1
1 .;:.!.' I I .:.. ( __ I' _ :. I .1 .. l ~ _ ~ I'.'
" " r-j'- 'lIIj,l-- (ilfl~.' I I' 1,1 II' ,I '" "",. . I ---: ,
, 0 1f.~1 4 ~,I...~..., 1\'f,~'IWi 'I.... , . '. '. 11".1 .~ .1". .... I, "
! h}{~ ;: ;l.: . ~..I' - I ;~ I ," I '-;:. · , .: ..-' : I
li&....-I. "i~:' . ~(~"'I '~"Il': ... .' - ,. ',;1 .:S:: ":[.;:-1 tF, ~
, I'; ..J t ! I ~ I . .1;, ;;... , II . _ L' I _f. . pJ J '1 .
I ~.t I' - it ~", ~.-I. I ~
,:;., 1 ' ;11.~1[~:r:-~~I,l'~ -,I:;'''::;:,: :: ':: I' - 'II~ ~;~"1~~~' '1; I
:':.., - J 1- - ~ _ t I II ". II .... " - 1'- I
- I~.~, IP;W; '~;.;Il ~ I . I lr , I,; ~., ... ,~ i~:~, :'1. {~. I ~r
"'. .", '~a~ .., ;,.; I ;~;, ~~. B,I~ .'"
'. !l'tr<l:'fJf; ~ " 1'" .-:. <\.' ~' .'
I"'~ #, '~:', ",tii:' ~ . l ." *' ~; 0:' ,;'. ':; ~
~.;. ~ ~ I ~ ~ I.. ~i II I ~~'.lJi:. II,>' ~i$ I'i-. I ,!I 1-
, , . _ . ': "1' ..' II ~'~ . '.." "I_~i j
. ""\... . . " ". l~: ", ... ",.~. .. .. lJ I J
II J" ',' -. ~;: .~(.~ .:~. .... ;~., ~. p ~': I ~.', '54,. <...- ,!', ii. I
I. ,lJf. ,""" ~.... l:.... I '." ~ ., ~~ ,"- 1,-,
,,'I 4-"", . ~ ::'1 ...."tJ . ~ ~r'. t ~~ ~-:'j ...' I _"" ~
!.~ I '~1:''t.- ~1'~ :,:' ~~ ~~I: f i ':~'" ,;: ~ :,: l,t\~ ;;J~
l{\ ,.' .' ~,:...-, '~,,;J.~~'~~I -,,~~ ~..I' U' "10.}..~,~ ,ell'L.
!II ;1"'I'i ~Il~ I,C~I ~ ~ ~ I '~ " ' .,J~ll ::;i.-,} ~..;: I
· r-. f H~ ~( " ;~ ~ ..~1 '"> l:tl ..f'Ii. .,..-~. #i;" ..ill......:.
',' , ~~'I. '~~",,: ..:~ 10:1 " , ,~.. · I;''''l · ';., I 'I I
_. ... )1~lt~~ ',,;.' ~~I' at). .- ~"~,,ill. .~. ~ ~'.,: ~-;.. "" II~
I ( j "; , . I'" l!> II ~I . - t l' '. ~ . , I 9. ~ -' ;." , j:!!:-..
. ',~. I~.~.~..rlt. '1j}., :~~I '~':I I_~I. ~ ~ '~_I" .1.:~' ;f<;~'l~1 ! 't! ': ~ ....:. .~ ~ .. .... I l'
"""0 I ..J1" -f" l'i!'.. -'. '. ~I~, I . l'!;.~ , 'i!lj'.' ... ;~ I -.......f. 'I'~;';'l" II
_ l . ....-(., .~...;.. . .-:.'1., - '1:.;;;J _ '" - ~ [_
. f:, ~ ~ L "'." JJ ' \'1 .... "'!Jt I. L. ~~;; I , :; ~ 1 I
, q I I 't '... I 1: I I .. . 'f: 1 f ,I .
-_ __---1__ _---'......JI- _ __ _ __L-.._____ ___ I
, ""
: .~t'
; :>:j
J
rr~,
~."
1<]11
I II
· I J I
leI
~~
'ii.!f
1!'[
(.)&!~
S:g.!!
~s;~
.a
II
E'E'
ee
C)
c
-a:::
CD
... CD
..cc
0)--
-- C) ·
Cl)CU
.5w.5
.
c
o
......
as
>
Q)
w
......
(/)
as
w
iij
~~ .a
c2:
Jill
~i@16 f:f:
~G).s !2.!2.
0)
c
-;::
CD
..... CD
.cc
0)--
-- 0) ·
U)C(.)
SwS
.
c
o
-
ctS
>
Q)
w
-
(/)
Q)
~
,., I!"" l' It " 1..... :;-' 1\<' 'I ....'.}I .(. "
-,1 I II II P I' . I'" 1.., I' -', I I f l 1_:, ~ 1_-
Lt;U ~~", ::-!I::..ln.~Ij: j~; ,:~ ;::t.:; .i -.i~~f~~~ln. :i~i)
1 '_':1. .~0~'1~ rl~Lti II I:) ., I~r; "I=I";~Jd~r;!t},~~; JII
: ,~i;' ':.. ~ '?i:~ :::~,:- ,~~:r ,; ~:,~' .~:< i]!;"j
'I lr~ . c:; "_, J 'I ,Ii. ~ If
I >' ,<~ ....ju u ,'_ [~I_ ~ I I t"*' '", "j]' I: '." I[:~I_
.: ;. :~~., '~~" ~ h i~11 - , - ~'II ~~i: :: ~ ,. Il r. .':j-
~ l. .. ~~ II II - 4 ,: 1 ~ '.tt I~~ -<<' ~ " II .~' I 'I I
J"'" .. 'I" ,,~ . - - - J ... "') ,'~ "I . 1_
;1, ,~".. ~ ~~W iii"i'l , II I ~Il~ ,''''''. ".,~' } 1:1 I I
;>> 1 , - ' r . 11 . J -""it", =-. J. I
~'Ii . "If"'- :l ,LlL'" I' ". ~~.~'~'~ :,. II L J I
Ill~ : ~~:,' JLH ~1I' ,~t~! II Ih,1'~: ': "_" -i:l'-"n~f ,1
'1.1. ..., ,t'j '11, ~ "1. F,...fl~"" 11
'~ I~..!\ . .Ii"' tL'1 ~I 'I ~ II J 1- I J (I': ~I ~~I II r It.)
I f ~n~:.- ::'! ~Il I: ~!r,~ ~I, ; II c; lli ~''':I: ::r1~li )1. II I: I' t
l ~ I I l,I, n1 I_I II- =1t~ 1:.- ri 'c"--I -. 1- ~ ]
t:3'" II Vl~ I /- II ~ ,""'l-~I I J) II J,.-:l [1j,,"1I I) I_
I 'I:' tl · I~' - =-=; lr.., I ... 'I I' . ( , r ' - f) ~,
, it'll 'I ~ l~'" ~ ]:-1' n l~~ JI l"1 I~ I -~~~q"ll 1"'1
~.~ \ U ~Ii,- 'L, Al 1 iUi .,Ai ,rI.', !I!~ ,I, Pij[J---, lr ,I: rl
,~III, ;'l"'" ~- I ..biq I.Ji ,u II II t.; l ~~ 1~ Ij11?f: '..ll f
1_ \" 1_ .... ~I~. ill"'" ' I~ I _ "'". " _ !". ,>~" loJc,'" -
;-1, 1.""'-, '1'1 -l-1i'l :~, ,,- "'-1 j
'II II~" I, id, ~"i!JI I)' ~, 'I ~ ~'.:.Ii '''~ tlE"f1 .1
: 1'1 · 'r<<-..!!-':" I t 1(;,' ': < ~ 1'- I d_:iih..: . i~'"
> _ " II .1 ,Il>." - ·
I, " ' , la II I . "> " - It H
I II' , 't- V ~,'. ~- .'1 Jl fr :'..1 I ..I' ~ ,.., ..; ~ :tJ '1 ~I I
I IJ -d ~J ~ . t.'" II J IJ .,.." r;JI. '" - -.. J - j
_ ' ;. ;i,~ ':.I ":'JLI ~ II I ,;.. ~'I 1 . ,10... ",."r.r-t1 ;.. I~'fl
./ :\ ~:li~f~~II'.~:~ " .tt~<\::. '~r. II ;1: II .JJ1:\ .J~I II -I.t~'~ /I~;'~I
" , . IE: I, . II /..- I ~ ... r P_ , 1 I
~..;r. ... I. I. II I I. ,... Il '
"'It ,=:0: :~I'~ 't.I~, ~'i - .'Jj l~ r~r '? .~.II. .~ t --I
,.... ~11;' - . I . ....j I 'I i ~~ - 'I ..i I I
-~ 6 ';;~' .~;;i - l~j!J~:tJI : _J"J'" ';'j .l'~I' - ~J~LtJ~jl
l~H.; TI. ~.. ~LI~ .~Fil1!1[i~ I~r I Jf'~P ':~ :'"~.J: ~_tF1l~i !i
-. --:.:!, "~~-I(j'l ';:11 l 'll! JI -rl.." n11J It -:11 [J~lillli -d.Jj
rl I "" "', - I I II I' I -...1 , ,
I'. If" .,:J, ~ rl I, l)' J1 I II I \1 l ~rl" ....-1, 'I) I 1111 I t,
, J I .. I... I' I' , II I ~- - I ... I II I
lr= 'I 'I~-J' w; 1- I I -.;Pf-" , ,,~I ,- ,- .1.-
'lh II ,I II j~ -'1 lnl : - I' - >'J:_~'! I 'I ~" -II Inl II -It '-,I j
I. ' l -I I' I 'I I I' '--'I II
I J II ~J"<T I ~ ,- \ ::'" r I ,] 1 -, -, _ ~ 1 ,. I
1 ~:~I '11 It~ _ I,lt~m}, .11 )1 11-1: II It:!: I~"'::. I}r:) :1 fo - 'r I
i. L II ~I ~! - ~ 1~~'lILJlLl I f' I '~" II tl Iii! ,L I.tl.' II hi ,.J
I ", 1, -~ I " ~ 1 ' I I (. ----4 ! I L. II Ii
I .~: '~I~\~' I. ,~I I U I . ,~.I JI' ,~.r.t ,,; , ~f'~.. ,II
'_"' ,,,,,,ff~ ~" 1; -t' . I' ,_ t.- _-. ',,' .flJ],," II
~ -llr I :"11- i'I.J~It(h ~ I~~ t>l -:;I~ "'", j;i'~If!l1 ~J-L~
' I' 11-" r:~:!i- 1= II~, II. - ~ ~~' I
, \1 l' '.'" -~. ; I I ' ~ -. \ l} -C I:
· II I < ",L-, "". ,.; ~ ;::)1 'il ~~ ~- ~ " i'" >,~ '~,. "'~ :1WJ II J~
lJ I ;" [I ," --b ,~I ~l . IJ ~.,I~: c=, '~J 1
. · : 4. rw :o;,,~ <r- .,-, II I -I....,., oj;.J~' 11' ,= 11'':11''-
~. " :,.. u~;~' " \ii1~' '. ' ~:': 'j 1 2;~~~. ~: ~I r. i~t~ -~ ~I
,~I"l' ~':<''l''I "~~); ,,~~ I)' lij I J~ 1.< 1'. - I
' II, ',. ';.,ll .....I"~. ",- '1_,. _ I . '. ;"" I"'~J ~ r ~ ~'->
'.1 ~ ;:t ~~~ 'J ~:t., ~'Il' I II "I' ,l,.: <'," ~ "'~r - Ii '-1 1"-'
· 11. .'.~, . .:~a ~ 16," J~'{L: J' I' I' ,11: (':I ' ,Il.j~n. _ ,b" J )L"J '
-, II' ~,,;' ~fA~J' 1_, '~J ~!. l' fi1~til I
~ ~t~a ~ ~~": ~~'JtJ\')'~ Ii!t ~l~~.J~ ~~~~I.'~I_rr 4.JIBi \
I' . I '1~11~ ~,"\II .,..!'"':1 L-'l.Jr-1 '1ll...TI- ~ .......IL .~'-. ~ III I
=_!- ..I~-!!.....I 'L....Lt*!1 J _ ':..I~ _L.....IL j ~I.J L.:r.J
~! ~
fi ~I
(.)&!~ I!
~l@~ ~~
cnm_ !2.~
0)
c
-;::
Go)
..... Go)
..cc
0)--
-- C) ·
fn C'(.)
.5wS
.
CityScapes - Corporate
, C1ty~~f'es
Pre-engineered Rooftop Screening Systems.
No Roof Penetration Required.
c. u"Sc apes
.,..,'~-:?-~ -t'..
........
HOME
HOME
PRODUCTS
CANTED
VERTICAL
CUSTOM
DESIGNS
PANELS
IBlM
COLOR
PROJECT PROFILES
SUMMERLIN
BOLlNGBROOK
NWWATER
WENDYS
YARROW BAY
N. ORANGE
COMMUNITY
COLLEGE
DOWNLOADS
3 PART
SPECIFICATIONS
CAD DRAWINGS
WARRANTY
INSTALLATION
INSTRUCTIONS
CANTED
VERTICAL
REQUEST QUOTE
http://www.cityscapesinc.com/index2. asp
Page 1 of2
4/24/2008
PREPARED BY:
Suite C
9765 Randall Drive
Indianapolis! IN 46280
(317) 848-9040
{317} 848-9080 fax
CERTIFIED THIS 16TH DAY OF APRIL, 2008.
~\\I" III',,,,,
ft~'o1- W.. ".1"'"..'
~(tJ~t.
I. No. \~\
: .. 900066 tt.
\la.\. ema Il.i
~~" ~~i'
~"/'If"J-",,\\~
B-.J.U. 'tv. ~
DONALD WILLIAM FISHER
REG. PROFESSIONAL ENGINEER NO. 900066
STATE OF INDIANA
BENCHMARK
~~x~'1f~~ IN~~cN,fC:1 J~~NS~~E
ROAD AND 116th STREET, SAID POINT
lHE SOUlHEAST CORNER OF SECTION
36- T18N-R3E
(NG'vD 29) PER HAMILTON COUNTY SURVEYOR'S
OFFICE
ELEVATION = 819.78
LOCA liON MAP
CONSTRUCTION PLANS
FOR
CIRCLE K
NO. 2275
1230 S. RANGELINE ROAD
CARMEL, INDIANA
PREPARED FOR:
~;e~M
-------~.~-_..:~~~.:::=:~
-..-----........-.-------- -..
...m~ iAvIl
- ---- --~
CONTACTS:
c.m,dP"","",~
MlbHolli~~
OccCrmSqu:a1:.. ThirdPbr
:~fi~:26
mbdU~
d>O~
C-dBuil<fiq~
Jm. BhDdwd" Buil:iios~
Oftr:~~YIDlFta
Carmcl. [N 46002
.3l1-$71-2W
F~ JI~.57]-2m
i~
ClIy TOWDWp Ilqicul. w..DWid.
R.~ IhmIm
J010IN.CO!l~A~~A
~~i~~ IN ~
JlD:'L~ca
~
. Hnmill<m CoUIIl)' Surveyar
Steve Cash
ODe HamllUm County Sqoore, Suite 188
Noblesville, IN 4606lJ
311.776-8495
Fax: 31>776-%28
surveyar@};:;o..ha..mil:tan..in..m
_ CoUllty N01illU\ ~ Com<rwtkm Service
John Soulh
1108 S.9"_
Noblcsville, IN 4606lJ
317-17:1-2181
PlU:: 31'1-77/;-IlOI
j0bJrJ011lll@Wwo<brg
CamclUtiJillia{..-.b:t)
I""''''''''
760l11jn:[^~S.W.
~~~~~
Com~ s_ 0.,...-.
O:Iv.eRtIlJbI;Io
].400 w.131"Stn:a
Wmrlicld;.ThI'~"
~~~j~~~~200s
dbg~
"""'......,
c"""~""'"
IOOSolJ1hMUlOtdl:~
NoblmriUc., IN Uli50
lI7.716-SMI
.....~.....
Vectren
Jim Scon
I ~900 Allisoovill. Roerl
Noblt.avillo. IN 46060
317.71/;-SS73
Fax: 77(;s~S3
Mailing <<Idtus; PO Bo>. 1700
NobJeMlle, IN 46061
j-tl@ved:eIl.oom
Cannel FiNo Depanment
8",,". A. Collil
FiNo &ulqW!ltcn, Statkm 41
2 Qvic Square
Cannel, IN 46032
311-571.2/;00
Pax: 3/').571.2615
Circle K Midwest Division
315 Commons Mall
Post Office Box 347
Columbus, Indiana 47202
Phone: 812-379-9227
"_ _ """"w__1
I
rr~-
l! I:
Ii'
!
i
!
~~e=.
I
I
--~
i
I
i(
I
HOU:f M1JI.EY .9l!S
DDIG SAFELyD
~
-Irs THE LAW'" .
ClU. 11 ... MlliIIlJl1II1IfilIG:l."
~
. GU 11II& fI3f
~Dr".r-~
lIlHlllIr./lIlIllI'IN .. ~
~_--~=r-
HOlE: The Blze and IoootIon of utillles ere po-- .
~_~I~.~by~e~
ullllty componles. All ulUlty compank!e shall be
nollfled prtor to any ext<I\IOtlon for field locctlon
01 IIlII"kes.
NOlE: Oeelgn and Construction llhall com~y wlIII the
TOIlIl1 01 FlaItn Construetlon Speclficallon. and
Stond<rd DetoUs.
llmniltnn CoUIIl)' Highway ll<pd<tmont
Mii:oMcIlride
17008.10._
NobJeMlle, IN 4606lJ
31'1-713-717D
Fax: 31'l'77/;-9814
mbm@co.hamllton.in.u>
r DRAWING INDEX I
D I DWG. No.1 I DRAWING DESCRIPTIONS I I REV_ # DATE I
I " II I
CS COVER SHEET
C101 EXlSllNG CONDmONS
C200 DEMOunON PLAN
C201 SITE PLAN
C202 GRADING PLAN
C203 UllUTY PLAN
C204 EROSION CONTROL PLAN ~
C8ll1 SITE DET AIl.S
...I C802 SITE DETAILS W
s: ...I
0 COOl SITE SPECIFlCA110NS (,J
l-1 SITE UGHllNG PLAN a::
- lP-101 LANDSCAPE PLAN (3
W
I- 10F4 SIGN lOCA110N PLAN
en 20F4 BUILDING ELEVA110N SIGN PLAN
30F4 BUILDING ELEVA110N SIGN PLAN
40F4 SIGN DETAIl.S
...I A1 FLOOR PLAN
~ A2 c.sTORE ELEVA110NS
;:) A3 C-STORE ELEVA110NS
?- M CANOPY ELEVA110NS
0
W
I-
~
(J
a:
c:C
-' c:(
:z:
c:C ClC
a: is
;:) :z:
I- J'
0
~ w
:E
a: a:
I- c1
rJ)
ci
III(
0
a:
w
...! :z:
::::;
.c( W
0 Cl
Z z:
c:(
c:C IX:
J:' uS
(.J Q
W i3
:.! .....
:i
w
I-
en
>
en
...I
W
;:)
I.L
REVISIONS PERMIT:
BID ISSUE: 00/00100
CONSTRUCTION ISSUE: 00/00100 ~
CJ
I I 0
VERSION 18 PROJECT NUMBER CD
V1 04/16108 9780CK 1'-0
en i
w SHEET NUMBER m
I- 0
<C ..,
C cs JDt
II:
He.
.1.
I
g r! :1
",. <:;1
N >
~;\ /~~~~ I"~"
\ ~!-fl;c
~ i
l~'T'/11
o . Ii" i't1"""!~
l~ ,~-.- /~
~ 14 ,,~~'
.~' II y:'''' ~~/
SEC1ICH 31- nllN-RJE
~ .-m llRASS PIN
PER H.c.s. TD
-.!6_5,O~ _ _ _ _ _
i
,
\.
\
\ ;
I
[.....!-"
I~
<i1-,ii I~
51 ii
I 10
~ ""jO' 1~,1T """ /
I I
'-.. ~_ t~~
;r:.,
,,-/"
.......
'~ "-. ,......'. No 211, u..c
~ Unllod Uabllty
/ Comj>any lItood
..!"'..1rum<Irlt No. 2004-71~
/.........."
~,p/.
/
//
~":-'"
..r
d'
."
..J-"'"
><q)''-J~'"
\"""""
>~
,.J-"
"'
:.t"
to, II.[, CORIlER SE.1/4.
~ JIl-nrft-llJE
CAS1IMO 'lIll IlRllM2E Pili
I
I
I
I
i'"
~O
~.
,~
/
I
/
,,_...... ~.,.
,,,"
CURB & GlJTTf:R INLET
T.C.~B~UB
0-
LAND DESCRIPlION PER DEED 1200644136
Part Df thD Soolthooat Quarter Df _ J6. T_1p 18 North, Ralgo 3' Eaot ~ HamU.., County. ~""'"... """" portlcuklrly -.cI aD
/011.....
Com~ at tho Narthooal comer Of oald Sooltll_1 Quortor s.otlon: IIIonGo South 00 ~ 00 mlnuta 00 _do EooI (Aooumod
~= ~~th::,o~~u~~~~$~~~:~s:.: ~so%m~'-~..oo;::= ~~ ~ to
minute. CO "'-odo EaDI _ parallel wltll tho Eaot I~D Df \he ooId Quorter _ 200.00. fHt; 111"011 NotIh 90 doogroeo 00 mhuleo CO
_do E:oo\ll1O.oo foe~ lIlonce notlh,oo ~ oo,m_ 00 _do _...d pohlIloI _ thD Eaot 11\0 of oald Quortor s.ollon
187.12 feet: _ North ~ ~ 22 mlnutwo 24 ........ _ 41.51 _ 10 IllD IlEGlNNINO POINT, -1.~1nv 0.ll81 """'" rnoro or
kIao. .
SURVEYOR'S REPORT
~for;ChIo~
InoIQht Envlnoortng JoI> " 97800k-30
Loca\lot<i, Homl.... County. Quy T_Ip. _ 3ll. To.....'" Ie _. Ran';lO 3 Eool.
T)I><I of SU...." Rolro:om..1
Cl... of SIno" Urban ~l'D (0.07 ,..t plUD so por\Il per mil""') .. dofln... ~ l1~D 1185, ArtIclD 1. OlQptor 12 of \he Indlano
_~lolnllM _ <_. SUf'.lOlln9 ~)
_ 01 ~ CUmlnI _ - _Iy Dood 2OOl!-441J6
R_ Pf'IlI>'FO<I bll PorolOQal _tea. In<:. 5148 ">1an 1IIoy. CamoI, IN 46033 on FabnJory lit/\, 2QOB. Reooord> WOO conducted 01
thD ~ 01 Ill. Homlltcn Caunty _. Haml.... Counly ............ Offlce, ....d Ill. ~omll\on Counly SU""'YOl"o Offico,
Tho wlIhln IUrwy 10 on updata 01 0 prior "'rwy ~ by InolQllI Eng~ Inc _ ~Hy .-- .. lnoIn.m...t Numbor
9O-28$OS t\ Ill. DIfIoo 01 tho _ 01 Hornlt.. Counly, lndIono
In oc:cordance wllll 11\10 Il85 01 tho In_ Adm~_ Codo ortJdD 1 """"tor 12 _1IIh~g m~nwm otondardo kr IIlo proctIoo Df
Iond ......)ltlv In Inclono \he foII..w.g _D ond op~lon. """ .......ltted ~g tho """'" t.nCllrto~11oo In tile locaIIon of tho
....ndory INo ond oomOl'O .. _od by Illlo IMW)' oo 0 ....~ ot
,,) __ ~ nmnnce ...........ta:
e) <IIocn5poncloo ~ I'DOOt'd dooorIpllono ond plato:
c) -..01....... In "'- 01 ocwpotlon;
Dl un<:Grto~ty 01 _........to dalo 10 ""'*'"' ........
Tho ....ndory ,_ of Ill. oubJoct prop<<\y """ dopondont upon 1110 Iooo\Ion 01 thD Eoat line 01 tho s..uu,oaot ~or 01 _Ion 38.
-Ii> 18 North. Ran~ 3 Eool. _ Pine __ <000_ DI tho N""'-\ _ Soullloaol comon 01 _ Quortor Sootlon "'" ~am.'on
Counly _Ion Corn. 1100. 1ho ...bJoot lnlo\ 'DCII _ ....ri odJoln~g prop<<\loo ond woo lound \0 1>0 In QOIlG'OI "IJI'DMI"1. _
monumonto ..... .- on 1110 portme\or DI tho proptI'ty. oald morun...to on notod wlIh 1)1>0 ond ,*ot_1p to _ lIf'OlMrly
com... .. oot_od thlo _
NQ ~ """' noted wl~ IllD roconkId __
NQ otn..- ph)'lllool (Inoo of ocoupotlon ..101.
All a roouI\ of tho _ _. ...d -.. It 10 ~ my op~1on I!laI IIlD un__ ~ thD 1oca\1ano 01 \ho r.,.. ...d .......... oo
ootoblllhed on thlo ar.ooy oro DO 101_
[)l., to wrb1CJo:1 ., """""'CO manumantD:: 0.5 feet
Duo 10 d-"'anoloo In .......-.I doocnpllono: nDQll9oblo
Duo.to'_ In !In" 01 ~ noQIl,jobID
!hID,.......y _ ~ wlth..t _ 01 a 11110 oomm1trnont or own.... \ItID InlUranoo pdloy. "llrnIlod """"'" .... """"""od Df tho
fNbOc f9CIl:I"da to d1Ic.cIwr poed)lo ece:.nenu .or other- ~bttil\... ond ~~ hoWG"llW. thll '8IIaI"Ch IJGa not em ttv'ouQh Dr
"","",riD" could 1>0 -lli- by a tHlo In..."",.. ~pany.or prolooolonol' ollo1ToC\or. 1\ oh""ld 0100 t>a nolod I!laI tII... could be
unwrtllon rlghto _loci oll!l I.. unOW'toln_ monllanod __
"~
..r'
CERTlFlCA TlON
~ 1110 undorolQnod horol>y ooo-1lfy \hat 10 th. boot 01 my ~oIknao1odQD information ...d I>dIoI 1110 wlthln ou""'Y ..."'\<OIy
.........\0 0 "''''''Y porlarmod undor my _ ou""""""" In Fobtuory, :lllOll ...d thai oold ......y _ _loci In occonIonco oll!l TIllo
BBS orIlo!o 1 ohap,,": tZ. 01 thD Indlano AdmInIo\roIMt Codo _1IIh~g minimum otan_ kr 1110 proctIoo 01 lond ou""')lnv In lndIono.
c.nl_
~~~~~~ ~~ Lond SIno)'Ol"
ThD parooI _ad _ dl:a.lllIl" w1tII~ \hat Spcc:loI f1aad Ho_ Zanto ..... .. _ parooI plato on oommunlly pond nu.........
18057C0209f (dOIod r......ory 19. 2003) 01 \he Flood I.......... Rolo mapo for ~ornIlon Counly, In_ Tho ocouroey 01 tlllo ftood
hazard _ont 10 -Joot ID mop .0 unoorlolnl)' _ 10 ...y otllor ~o~ty ~ I_lion or elOYallon on Illo ",loronoed ftoed
I-nluronce rotD mop.
LEGEND
,~..l'
~-""-
SPOT ELEV" TION
COImlUR
I'lPE EMD 5EC'TKlN
AREA/51REET UOHT
UTUJTY POI.E
U1IUTY POI.! W/ Q1Y UHE
lEID'HONE IIAHHa.E
1ELEPItONE RISER
~
ELECIRIC IIAHflOl.E .
ELECIRIC I/ET!R
CAlIlE 1EI.EYISKIN RISER
MONITOR 1lIELl
0' 20' 10' 40'
~_... I I
,. : 20'
o
(I
~
~
(D
III
III
~
III
I!II
r!l
-lMt-
~ ElECIlllC
UNllERGROJIIll mD'HONE
IJNDERGROtJNO ELECIRIC
UNOEROROIJNO CABLE T. V.
IYATai UHE
IYATai VALVE
FIRE HlDIlAHT
WA Tai MEltR
WA Tai IlANHOI..E:
GAS UNE
GAS VILVE
GAS IIE1ER
DECIDUOUS 1REE
FDfCE
SIGN
1'RN"F1C SIGNAL POI.E
1'RAf1'lC Sl<llIAL. IIAHH<U
ELECllllC WED
HOLEY WOW SAYS
"im MPIL"f'
~
'1m TH! LAW'
0liII. I __ 1l;\1II1iR11K 'RIll 1&
HiIJIHiI!HJIJ44
ClAU. 'RII.L.I'B
I'lIR IIIllIlM 1TA".lAIiJ __1-.
II' 1ll1llll541Jl'._ US 'lID IIllllAQ1It
1I1Dn'''' _ualllIIllUIII
14llI\1IIlll &l\1llliE.1'I'lll CIO ~
1lA'WlI I!!IP'ClIIIr 0llllIIDII:IIll -.
SURVrYOR's NOli'
lNI!JllIIlIIII) lmJl:IIl.IIA'4 IEII:l UlCI\"
IIN I8tNf. GlIIIl/llD IMlDa AI!lIIl'RlI*1lOll
l!IIPPLJlID Il'I' U'IIlJT't lP01'1lIRL N$IfT
~ CWOICIT GUNWmIlIl: 'ME
AC:IC1IUC'f llR ClIIQII.EIINEIl (6 1HIll
......1IIlM. LllCA1lCl:aI GT InU1IIIIll AIlll
IJ'ilWC1UQ8 IIIIIWt I!'ii \\II5'IID P'IICIIl 'Rl
Nrr 0lIImlIIIICIIlI
-tlIlE-
,..........!;;:;::;...........
-w-
~
:l;
.
~
ij
IN
M
III
<9
-0-
o
~
~
E
8
c,
al -E
.~~ ~!
Clzoo g>
'ffi-;;;;g~.l!l
-g8.~~~
u~~ciii~~
Q)LOro--1
== f.O'- r-.....
~b;~Ee
C>
c:
1
.~~~~
~Ef~
.s~:Jc..
~~~i
i3~j~
Cl
c:
-;::
CD
......, Q)
-'=s::
C)--
.- C) ·
.U) c: (.)
.Ew.E
~
NO. DATE
REVISlON DESeIlIPTlON
lIIIIm.
rDIFI1RI'UI""-.'!ITA.~
T'he red'plenl of the5e material:a- underzmnda thoI
copyrighf In the mef8riaJB III [MII'lBd by lEI, end.....
tholll>o motDiIoI. oonlIlJn ~edgod IlIId oonl'dentloI
bUllnea lnbrmatlon of lEI. Aa::on:lirgly. ihe rodpient
iIIQ!'008 to RlIIaIn tl'lGaG malenu In Ibid. c:onfidenae-and
IIg.... not to dtsdoae Iheso I7'UIlBrlalJ to _lTi!l::lti'8"
party B1Id fuIlhe, _ not III maJoo capl.. 0111>0
matorislll. 'Tho r.Jipionl agJMII ~ UII8 the ma~
0"",10< Il>o limited ou""""forwhk:l1 lEI """.-u..
mararis:!B l!IWilablll, 1100 I8dplent ~~ to.....rn BII
materia&l hi lEI either upon mmpWlon of Ihft 1nbn:Jed
ptJJ'p088 or upon lhB rIIQl.J8'd ai IE!, whIdl5Wllr ~
'"".
.m..!lIIDL
1230 RANGELlNE ROAD
CARMEL DRIVE & AANGEUNE ROAD
CARMEL, INDIAAA
SI:.U: 1""20'
lIElIQII) B'f: NlA
QIIlG B\'l JAD
DlWi 2-8--2008
1lIlAIIIB\'l MKS
fIlDlIOOIl' NlA
lIE IWlE: 9760SU-UPDA TE1.l:M'G
llll6EUIIE:.
TOPOGRAPHIC.
SURVEY
1
~,
y~
~!i
I 1-
J
.am.IiIt
C101
...
.111
J
- III
~
~
.__u "...__..."_h_.._..._..____ _~__ ._=-.::....~_.._._:r_-
----------.__..-----.---....._~----------.-~ - ~
--..----..------~._~-~---.._-----
CARlEL DRIVE
._..~ Eo...."..,1 ~...IIO~
-'--'--u_u~. The aty of Cormel
Iiiiilnrlnintl'llr~ _u~._-'
Illl
.;.
n" W fIio;Q(t'U. <> -"'- * Q CD m ~ ~
CD . ~'fi' ,4%'A.;. ----- a --::s:-
s /.)). )<N)(Y~J <D r--cD ,",0 ~ :
~ ' '/~) ~ ~ s " ~~ ~
CD /~" :*"f'/, M~' . I "" '~~tJ I~'
/ ' , )'fi'h~ POST (3)
,/ / /f" cf f:J:) D I
'l';/;'~ ~Q ~
,~, '''. . CD" Q m
G" .. ti. ."ofe:
tNt:>' 'J. <D ~ Ii:>.
~ (''lZ~ M ~; " "M <D I II)
~k~~ II' 2 @J "." ~ ~ I JIl'"
~ir::.i~-.~~;c, ^x · ~
L .! l Q ).X ~>I'/
i ! ~ /, Q ;< Y V ,~ i
:it. III 1 ~ " Q><. X:: uI ',n . ux:>g ~. fV rll1 K' ly
8 L i~.. ; ~ ,,0~':~H ~i.lJ '~'/~, ...,~ ~ I~ i~~
b i H:/" ~,: ., ' c , H , , ~~~H :~~ S <D I: : ~Jt
15 ,~ l:~" E 1:'" '7:'~E I: Wj rT\;:OO I .II
o . >>. ',,,-,,ro " 0.' '::J,,'," --', c " , I.......W;: P r-=--' L
V) , , ;" ~ ' / F ~ / , a ~ " :8
, H-r/,/ 1(/)( , '.Am/ , , ....","/ , ~ Ip I
//Z I^-)(/J N ' t-=-' 1M I
~ ~ ,..~ V '... ~4..Y...x...x. x;")( , .x '/ . ~ 10
, Y /.'. "/Xd lz I
CD(;1. , , .. Q Y ./~ M Y<x <D I I
<D.o, ~ ,~ ~ .: "'~
· '<;1~1~7-I':'~ ~ '~ ;'
I Q) ~".." ri1.111,'" Vy 'y,
I I.N'" , .~, , ;0~, '/ ,~,
r (4)''1 ":/~.i~ Q ~~
~~/ ~it~~ _~'~~~_,---:--~ ! ~'~
. -.~.~-...".""""_.y..~= '-N 90'00'00- E 190.00' - - - - - - - [j,V
1;l1!uI'. No 28, u.c --= 1:k =J I I
eor..ctlw eom::y~ UabllfIy \ I I I
InGlr\ln>lnI No. 2004-71420 \A5l'tIALT ~ " i i
II
': l
II (
I
I
=-~~~~-~l
j;'9-. - 7 i!
1
hieD,
I;llko'o No 211, u.c
Carre<:Uw Umflod UobIlty
Canpany Daed
1n""","1I\1 No. 2004-71420
t~
N
~
)
.;.
LAND DESCRIPTION PER WARRANTY DEED#9834341
,
Part of th. .Sculhoaol Quarter of 5<IclIon 36. T"""""I> 18 North. Range J Eoat In Hamilon Cou,ly. indiana, mOl'O pa-tIoJlOlfy deocrbod DO
foDQWll;
C<Jnvncmclng 01 lho Norl/u,oot com... of odd Scu\lloool Quart... Section: III""",, South 00 do!7ooo 00 mlnuteo 00 llOOOI1da Eool (Moumed
!IeorIn9) ol~ th. EosIliI. 01 odd Quart... Socllon 936.15 fool; III..... Soulll 90 ~.oo mlnutos DO ..ea1lla West 75.00 fool 10 lho
BEGlNNING POINT: Ihon.. canlilulng South 90 ~ 00 mlnutoa 00 _cia WalI60.oo i0oi; III"".. Scull> 00 ~ 00 mlnutos 00
IIOCalda EDOI and poruIld with tho EDOI Iii. of lho oold Quarter SocIfon 200.00 i0oi; lIIonco North 90 dogrooo 00 mlnul.. 00 IIOCalda East
190.00 fool; 111.... north DO ...,.... DO m~ul.. 00 eoeond. ...t ond poroIlol 11th tile Eoat l~. 01 odd Quarter Socllon 167.12 fool; then..
Nor\h 42 dogrooo 22 mlnul<oa 24 ~ Wool +4.51 fool 10 lho BEClNHlNG PONT. ""Iolnlng 0.661 ooroo mOl'O or '--
BENail.lARK -. CASTING WI BRASS PIN lOCAlEO IN INTERSECllON Of RANGEUNE
ROAD AND "6th STREET, SAID POINT BEING lHE SOUlHEAST CORNER Of SECllON
J6-TIBN-R3E ELEVATION = 819.78 (NGVD 29) PER HAJ.tllTON COUNlY SUR\rrYOR'S
OFFICE
o
I
I
I
inl
~(
;1
~I
UJI
''''1" ~ ~p-
I
I
N 9
I
.
I
I
I
I
!
I
I
i I~
CO
if IN
,:it
J~
0
10
IV)
I
I
I
I
~
I
I
j I
-!M1 j
~j'J :
if ~o:a:.nllN-flJE
CASl1IIG 'CIIlH IIRASS PII
I'ER H.c.5. 1ES
(
HOLEY MOLEY SAYS,
~]~~I
/~ND"
COI.I. 1'/10 WORKlIlII [ll'fS _ 'IIlU 0IGl
\IOIM~ _ 1-800-_-55#
FROIl 0lI1Sl:1lE 1_ 1 -llllO-4:lll-1\2(lO
SURVEYOR'S "'Drr
UIIlERllfIlUNl U1IJJ1E3 ""'" IIEOl LOOOnl f1f _ _ IWlEJOCE
IMIJ _ SU'PI.ED f1f lIIIJI'r' SPOmRS. IHSiIlHT __
CIoHIIlIf ..-,." 1HE: _ OIl 00MI'I..I:l!N!: OF 11ilS IIFORI&IJ1OIl
lDaO.TOIIS SHJUJl BE 'iEllRD PlllOA 10 _ CDHSIIlII:IIDN.
M. PER _ 0!l00I _ ,_ It l~l~ll
EXISTUNG LEGEND
,to)' SPOT EUYA TIOII -UCT~ ~ 1UEPHONE
~.m '~.831_m'n..' CCIN1tIlJR -W!1- lINOERQtCUHD EI.EClRlC
====="1 . PIPE EI<<l SEC1lON .....---~.~................--~~ UNllEJl(lROOND CABlE T.V.
(Ie MEA,/SlRfET UGIIT WATER UN[
>IN
'Q. UnuTY POlE ~ 'IIATER VALVE.
~ U11lJTY POlE 'III GUY lJHE :;;c FIRE H'\'llRANT
(]) 'IUEPItONE WAHHCU III 'tIA TER I4ETER
m 'IUEPItONE RISER III WATER 1fN<Ha.E
III lRANSF'OllYER ~ GAS lJN[
<D EI.EClRlC IfANHOLE ~ GAS VN...VE
Il ElLCTNC IfEmt a GAS llE1D
1Ill CABlE ~ RISER <9 DEaOUOUS 1lll!E
~ IlOIGTllR I'IEI..1. -0- fOl(%
~ 5lQl
--- 01/EIltlEAII EI..EC11IIC 0 1llAmC SlONAL POlE
~ 1lW'flC SIGNAL MANHOLE
. EI.EC11lIC YE1ER
DEMOLITION NOTES:
,. THE IHT!NT or neiE IIOO.JllDlTS IS TO HAVE RDlOVEII AU. lIA1ERIAL FR(l1,l nlE SITE 'tHOl IS NOT
PART or THE PRO.ECT CQNSlRUCTIOII. NO"IIURlED" MATERIALS SHAI.L BE AU.O'tlm.
2:. ON!.. Y 1ME NAJOR SItE S1R\JC1IJRES, 1REES. ETC. HAVE BEEN SHOV;tl ON 1ME SITE PlAN. tHE
OONlRACTOR SHAI.L EXCAVATE. DEWaJSH. ROI01/E N(() DISPOSE or AU. ElClSTING SlRUC1lJRES, DEBRIS,
1REES. ETC. ON 1HE SITE. UNI.E5S YARKEII ON 1HIS PI.AN ElIfS11NG S1RIJClVRI!S 1Na.JJllE' (llUT NE NOT
lAI11UI1'O);
A. BIJII..DlIIG. WALLS, ROOF, ETC.
8. FOUNDA TIOIIS.
~ ~'=' ~alE1E, ASPHALT AND Bfll(]() AND DRAWl..
t. DE\lllIS INCUIDED (BUT NOT IJMI1UI TO); G.WIAQE, llIASH, METAL \\000, ~ STONE.
CERAI.!IC lIA 1ERlAL ETC.
J. AU. lIA 1ERIAL AS A RESULT III' 1HE l'l!MERAL DDIOUTIOII SHAI.L BE 1ME PROPERlY or THE
lXlHlllAClllR. 'DIE <XltI1RAC1QR's WMP SUM IllO PRK:E FOR TIlE DEIlI<XJ1\OH SHAU. TME 111m
ACCOUNT 1ME SALVAOEASlE VAlUEIII' MATERIALS AND SAID BID PRICE SHALL REFlECT SAID SA\4Has.
4. THE CClfTRACTtlR SHALL IE IlE1lUlREJI m 0DK1J5H NlD RDlOVE. 1lESlQlA1UI FOUl<<lA TIOII WAIJ..S,
RETAINlNC WALLS. CURlllllO, CONalETE SUBS, PA\4NO, S1R\JC1IJRES,. PIPES, AS
9fO'fII OHM CON11'IACT OOCIJlolons. AU. EJCIST1NO BASalENT FlOOR SLABS nlA T NE HOTRDIOVED
SHALL IE EIROl<EN UP SIJf1'1aE)I1\.Y TO PERMIT ORAlHAOE THROUGH THE SUB. AU. ElCIST1HO
WALLS, FClUHDA lIONS, FlOOR SUBS, ETC. SHALL BE RDlll\ED EH1IREL Y.
5. '!HE CON'lRACTOR SHALL OBTAIN FR(l1,l THE an or CARNEl. AND ALL 01HER AI'PlICA8lE
OOVERNIIENTAL AUlKORIllES, NECESSARY PERIlITS REQUIRED, A COPY or SUQi PERMITS TO BE
FURtlISHED TO '!HE O\ltlEll .PRlOR m ~ 01' NfY WORK R[QlJlRED HERfIN. THE
CONTRACTOR SHALL F\JR1MER RJllNISH m nlE ll\\NER PROOF nlA T HE HAS COYPlJED Yll1II 1HE
PllO\1SlONS 01' THE IiIUIlIC2PAL COIIl:: OF CAAMEl.. INDIANA.
8. AU. IlEIIS 1HAT ME HOT 'lO BE SALVAOEI) Ml! 'lO BE 1.LOAl.l'l' DISPOSED or OFF' !inE.
7. THE PROPERlY UNES SHOVIH OIa..OSING 1HE PRo.JECT SItE SHAU. BE THE CONTRACT LAliT UHES FllR
. nlE sm:.
LABEL LEGEND:
CD FIlA BOlLllONG ~
(SEE AIlCH. PI..ANS)
(!) RDI<NE CANCPY TOP
CD EXmM CNlOP'I' COUlIIN (TO Ilal~)
<D DCIS11HG _ sroRAGE TN<<S
_ COIK:RElE PM (To IlalMl)
CD- REI..OCA TE EXIS1\NO DISPENSERS
(Sfr SlEET "t:I01")
CD IlEll<l'\E DISPENSEll ISl..ANlIS
CD RDIO'<E 1MHCH DRAIN
([) RDIO\JE cotalETE PAVDlENT
<D REIICM: I..ANDSCAPING
CD RBleM: 1REE
CD _ CAR' WASH OIWI
<D IlElIOYE ~CRETE TANIC
<]) _ CU<CRETE CURII
CE> AREA UOHT (To -1
CD RElACM: CU<CRrn; WAll<
CD ~ SlQI (TO REMAlN)
CD IlElIOYE A51'tW.T PA\6IElIT
<E> I!DKM: FENCE
CD REllOYE LANOSCAPE lIIoIlER
o
0' 20' 10' .co'
~~' !
1- : 20'
lIlU!IlIIB.
E
8
fx1 .~
CD~ II)
.f;..,. ~.~
~~~~.~
-gi~~~
(.) (}. ~ ~ ~ .~
:m 12 .!ll ~~ ~
~ b; ~.~E ~
'"
"
1
.~ 0> 2'8
:g ,5: '>, 1:
~j~[
~~~'l
.2:. It! '" <1>
O--,--,Cl
C)
s::
--
it.-
(1)
..... Q)
JC:r::
C) -......
-- C) III
tn . U
c:C:c::
_W_
~~
NO. DATE
REVI$ION.llESCIllP11DN
~,\\,\\\'\ I w: U''}!."",~
#~~Yfl't.i ~~
1~...;o~~6:\m
:;~\ IIIIIllF jll5f
~ . ......~~I......~~#
......".111' lo"iAL"- '\.";\.,'~
'111t",II fUll\\l
9~ 'iv. ~
JliHIl.
[K1
Circle K Midwest Division
Posloffice Sax 347
Columbus, Indiana 47202
Phona: 812-379-9227
rrMI'nBiIl1V n.l1AAl"P!
Tho~o/_""""""'_lhal
""I'\'rlght In Itle __Is _0.1 by lEI. and .""'.
1ha1.... '""""'-'Ie c:onIaln privllo<lged and <:ll/lIIdw>1laI
b_lnlbrmallon 0/ lEI. ~1y.1l1e ooclpIonI
IlgreelIo re.tBlIl these mstBrielB in Bn1c:I OOf"If.dBl"lCla.8l'ld
00_ nollo dlldosalhoJoe _1'lIlany _
P8l"t1ond tuithe, agrees nol to make CXlPIee afthe
mstBrWI. Thll8dplent BgI'M:S to use tho I'11&tsIiell
only far.... Oml1!ld ""'- lor _ lEI hlm made tho
rnal9rillill ""oJl_. ond rudplonl_1Il rollJm aU
ma_ 10 lEi 01_ upon compI-' oflho 1_
purpoaa or Up:x1; tho rDqUOBt DlIEI. wh.k::NYer ccmu
11m
llJUllIIfa.
CIRCLE RIr
1230 S. RANGLJNERD.
CARMEl,INDIANA
CIRCLE K STORE 1/2275
sr:IU: l' = 20'
~ Em G8M
QBllBl Em OWF
Mil:: 04/17108
mAlllI B'I! HwR
fIlD BOlIX to N1A
fU lI.\lIi 9760CK-DP
Il!IA!'Il.JIU;.
DEMOLITION
PLAN
II
.f~
M~
~
C200
_ llr......... R4
[Overlay]
III
I ~
~
~
...
._~~~-.==-===:~-==--=------
-;;;;,---;;;,= .-
~
CARiB. DRIVE
------.- ----"---.-----
--____________~_ _ Ea~~yA~.:~ to~
~ "IiiOhumiiU-Na 200-~ \
~ ~ .~'tb 'e.. \. * t> en ~~
~~1t~~:~~;~~~~z~~~9~
~ :~<D ft a ~ ~kD PO~n3) ill ~,
m.. ~-,ft' ; . R . ~ ~ ~L~~ I
I ~~ : '.'" -W- \ <JD. \ ~ Ch, :
1'5;:;' ~ CD ~~ : o@ = ~ <D I
~~ -.:?:$";;. 'J :'; -'" ~ />... t'~'::f
· ; -!:! CD CD I--J
132.1Il'
~
;::: -....----
""
4.
Ylc81. No .. w: ~
CclmlctIw Lmft8d UobIIty U
In'''''''''''~Y =-714'Z1J! '8
V8
N
'>;
'b
o
b
p
8
".
eJl,,;'
1
ffiJ
lllI.B2'
RlCUlO' ".
:;I:
'(
CD
OD
. c',. "."132.fla:. .:F"7 .,.. ,"'\' ..:..H../.......'..,.. ":,." I 10 "\ ',;"
......ii~i'~';lI' .A:'.-<:.:2lJ;8t'..<.:ni:....<,.~ :'.'::"',:, ;Mo.",. 0 1\
~;:::"/i::::'" ~'"". ':'....... ~ ',:.":"c: :.;:)"~ cDY~ ~
'l >?:?i:.:":,.\,,, 7i',:,:.,~,<y(':;:;:,~< ').; JD.i.-" x ,
: ij:';~,:: ;::.: f:';.. ;:;'\:'~"\;:':::<'~::" J;1,J}.'i;:., :\:',t cia- ~ I
"V" ;:.^.' ..~:, ':.:. ::., "f :., i2
; '..:1.., ~. .'<!>~:~.:.: ;;::;'::':It''''J;; ." '/ ~ .' .., ':.":', ~ I
n~~~ J;...~. :,',.,~...:.,.,~1'G}:;\~. r ~ ,
~ .~ '/T// ~I ~ '
~~7t ~~"~ ~ CD CD ~ 1"; ~~
~ I!(;m,'l;'~ ]~: ":;~""';l'ell:::'~>Ii
10 1" .":r:~j;.l';j) , ':'\~':'f,";"!~ll::f~~
18.13" 2Il:W-' ,,~,~,:,!~'j(~:f ~ ~tt1-"'~. '<'.;':.,'Fi:.t:
I / I ',. cvI (E) ~ I 8 T M ;~f;)~'}f.+,::
1/ i (::~ I <D ~ v @. '-..<D ';P.,. ;~';tl'td:
· L _'::~'b-':! ~m~~~,~~~OO~.;90,oo'~-'_:~~>,~~:;J/' J J)
lib'. N<> 211, u.c RETAINiNG WALL =r I
~y~lJGt>IIrty \ CormoI 1Ir./RonpItlo M J I t
lnatrumclnt No. 2004;-71.uo [ 0 veri a y) I I I
",ASPHALT III
II
III
II I
I
I
V)
\
, 14.11'
LAND DESCRIPTION PER WARRANlY DEED #9834341
Perl of the Southeast Quort<< of Section 36, T~"'1p 18 North, Rc1ge J Earrt In H<>:niton Counly. Indlono. m.... pcrtIculorty deoa'bld 00
foIowe:
Cornmenc!nlJ 01 the -- corn... of 0<lId SouIll_1 Quortor SectIon; th",.. South 00 ~ 00 mlnuleo IX) _ EaIt ''''''''mod
s-In9) oI""ll Ill. East 11n. .f IllIId llIJerl... Section 938.15 feet th.... South 90 dev- IX) mi-lut... 00 -.rIdo w...t 75.00 feet to the
~NING POINT: thence Clll1lhulnq South 90 ~ 00 minute. 00 _do West 160,00 feel; thllOce South 00 deo;,eou 00 minutes 00
IOlCOIldo EorI and paroI1oI .1111 tl10 [001 !In. of the IOId llIJcrtar S<<:tlon 200.00 feet; thence North 90 degr.- 00 mill""'" 00 _do EorI
190.00 feel; IllllOco north 00 dagr.... 00 mhtrt.. 00 IOlCOIldo \\feit CIld poroI~ '11th th. Ecmt Ilno of DCid llIJort... SectIon 167.12 !eot; thence
North 42 ~ 22 mnut... 24 _ _ 44.51 feet I. 1M BEGINNING POINT, contolnlng 0.881 acreo m.... or Ieoa.
o
~
1~i
'15~
' ..r
: B I'i
~ J!
i
II
i
~.J
I
=.~~~ :l~~~~
- "-m- u MP":- :?'jI~~' '\'
",,;~~;::J ~~ ~_
cr:/ ~~ ~~J~~ I
u~~~ o-m\
QD ~ r
". :a CD... i <Y> I V-
~: ~: 1~ r.~~":::<{'
~ . {;}:;~~~n..:~:i~::J:;"
I
It
I] !
I I
I I
I
I~
lD
IN
I~
I~
o
10
IV)
I
I
i I
I -I
-!ltV1
eJI) :
Y~cm:.nllll-RJE
CASlllIG WllI BRASS PIN
Pel H.c.s. lES
(
CD
PATIO AREA DETAil
_llr.~1ld.
I Overlay]
~
HOLEY MOLEY SAYS,
~::.
~ TWO WDRKNl lIIo~ BEFllRE 'r'ClI 0lQl
WITHIN _ l--eoo--'lI2-~
F1<OW OI.!'ISlDE 1_ 1-llOO-42&-~
SlJRIIFVOR'~ Nnrr
UNlERIRlUIIl I1IIJIIES _ IIEEH """"" IJ1' __ _ E'f1DO<<lE
- -- SI.f'!UD f1f VT1J1Y SPOTIERS. _ _
CIHiOT GUIA\NI'EE !HE lOCClIW:'I' oR lXlOIFUmmIS Of 1HIS ~
~ lKIULD BE _ PRlDR -m _ llOi<S1llUCIIll
AS PER _ 0RlI<R ""-"'U ,_ 6 1~10ll1111
12
~
~~-~1l
~I
Inl
'QQ" ~~.-
I
I
.
liIUIlllIEEIli.
E
8
d:>
~ .2
.~~ ~.~
02 0 0 g>
~ :;. i'H~ ~
c: 8. cb cb .S>
u~ ll!tb ;;b.~
mlD('Q.--1
.:t:: co .- ...... ,.....
~ S; ~, ~ E
SITE DATA TABLE
Site ZonIng CcmteI Dr./ll:angellne Rd. o-kty
Project Area 0.861 Ac;l"BlI
Bundln; Area 2,849 Sq. Ft.
ExIBtlng Lot Co~'iI. - 73.9JIC
Proposad Lot Co~'iI" = 73.9"
PARKING REClIJIRED:
CON~IENCE STORE
(1:200 aq.ft.)
9' X 18'
VAN ACCESSIBLE HANDICAP
TOTAL:
C>
c:
:cI
~
c:
~~ ~.~~
8'~ f ~
.s 12. ::::Ii ci
~~~j
a~~~
H. Space(a)
1 Space( a)
15 Spacw(a)
en
c:
-;::
CD
+-II CD
.J:C
C)--
.- C) II
U)c:(.)
.Ew.E
PARKING PROVIDeD:
g' X 18'
VAN ACCESSIBLE HANDICAP
9.87" X 25,50' ~OER
13 Spoee(.)
1 Space(.)
2 Space(e)
16 Space(s)
TOTAL:
BICYCLE PARKING REQlJIREO:
1 PER 100 IF OF FRONTAGE -
4 Spoce(s)
BICYClE PARKING PROVIDED:
16 Space(e)
PROPOSED LEGEND
~
NUIIIlER or P_a SPACES
HANllICN' PARKIHC SPACI:/DITRY
5Il'E CONCRETE
@
6-
k':~,;'~:;2.:1
QD
REVlSlOI/ DESCfUf'T101l
NO. llAno
I\DJAaHT ZOIOIG
HEAVY DUlY PA\elEHT
k1WtWW1W
NOTES
1. SEE ARalllEC1lJRAI. PlAHS F'llR IIUll.DING DIIIENSONS.
:z. ,\,U, IlUlI..DINO COORlllNA l[S All!) /OIIlIlIIENSKl/fS ME. TO llU1SlIlE or FOIJljI)A liON
WALLS.
J. ,\,U, RAOlI SHALL BE & FET AS IIEASJRED TO 1lIl0< Of' aIRll (UM.ESS HOlED
O'JlotER\tlSE al Pl.AHS).
4. PAVDlENT 00lDlSl0NS 1111!. 10 EDGE OF PA'vEYEIfT, IIAQ( 01'" CUllIl AND 10 FACE
Of' CONalETE WAU<.
5. ,\,U, lXlNS1RIJC11OIf _ PIJIlUC S1REET RIG!T-oF-WAY SHALL BE PERfllRIIEIl
IN ACOClRDAHCE IVllf CURRENT "STAItOARllS FOR S1REET AltO BRIDGE DESIGN AND
CONSlRlJC1IllNO AS P\JBUSHEIl BY nE aTY Of' CAAWEL llEJ'ARl\lDlT Of'
lRAHSPORTA lION.
t. SlllEWAU( soaRES ARE TO BE EQU,\,U,Y SPAaIl IIE'IW!I!N EXPANSION .JOINts,
CON1!II.C1Ial .JOINlS AND I'ERPENIlICUl.A SlDEWAlJ(S AT Il' INTERVAl.S DR I.E55
\lII'lH . A OllNTIlI<C1IllN .JIJINlS t'IERY 20 FET OR las.
7, EXPAHSlOH JOlNTS 1111!. TO BE PI.ACfJ) AT AU. WAIJ< IN'1ER5EC1llJjS 'M'IH
STOOPS, CURBS, AND 01HER WAU<li.
,,"\\\"'" w:J "'}!.'",,~,
~~YrA'r.<~
(: (9~::) i
~'I.I!P.!~!~~~
~IIII/tr.~~~,\\\\\\'\'\
9-4. 'iv. ~
-[&1
LABEL LEGEND
Circle K Midwest Division
Posl office Box 347
Columbus, Indiana 47202
Phans: 812-379-9227
CD C-S1IH: EXPANSION II REIIOOfI.
(In NlCII. PlANS)
CD~~~
@ ElCIS1INO CANQPY CCUAlN (TO IlEIlAIH)
QD €lCJS1JlO UNllEIlOR<llJNl S1\'lfWlE T~
ANI) CONCRETE PAll (TO REllAIH)
CD RElllCI.'IBI ElIISTINa DISPOOlEIlS
C!) DISPEIlSER IOUNO$
CD alIICllETE API'R(lA,Ql
CD A5PIW. T PA\OlENT
(I) CONCRETE CANOPY PAll
CD 1IWH EHa.OSUIIE
CD NltGRAl a-AIJ( 1MIl C\JRII
C!)1e" !lET_NO wo.u..
<D 8" CCHCRE1E a!RIl
CD I!.tMlICAP -
CD PA\oUIOIT lL4JlI(JN(lS
(1) VAIl ~Bl.E HANDICAP PAAlONG SIGN
CD 0llS1IHG AREA UGHT (TO REIIAIN)
CD ElaS11NO C\JRII (TO IlEIlAll)
CD lIKM1[ RACK
CD PAY PHONE
([) CONCRETE NET 00I.J.Nl
CD I.AIlDSCAPI;jQ
eEl Ie" l<Nlt\\'o.u.. WI SEAT
CD sr...PCl CONCRm: (TO .....1a-I EXIS11NG)
(y) ElIISTINa WCJlUWIT SWJ/ (TO REIIAIN)
(I) CONCRETE PA\/EIIaIT
I'lIIIIflBf1lAIfTf !lTA!AlR:!!
Tho """pion! 0I1I1...._"_!hat
a)pyrlght In Ihe rnatorb;ll. r. OWTled by IB,.tlf"ICl altso,
tI'lallhl!Jl~-cordB.Jl1~W'Jl:Icon1'Idenft8t
bu>lneaa irIfom\olIon or lei. ~Ingly, tho redplont
egl'8ell to reta1n thesu I1"I8t&rlols In ItI1cl CC1nfid.ence W
_nocIo4'-_mslalialll10 sny_
patty snd fUJtIlOt &gf'M8 nQl to mI!lIb copies of EM
mote.rlal6. Tho mdlJlMl agraM to usa the rnatBria!s
only fc< tho i1mIled PlJrpoIO for whICh lEi lies made Iho
mstsMalB ml:llab5e, end I8ClpHInt egreea- to return an
..._1. 10 lEi _ upan compIelIon oIlhlllntended
IJUl1lOS'l Of upon Iho _, 01 lei. wI1_ ~
-
R.AlIIDl.
CIRCLE 11\
1230 S, RANGLlNE RD,
CARMEL, INDIANA
CIRCLE K STORE 1t2275
SCN.E: 1. = 20' IDAlE: 04117108
1DMD.1I'I'l GBM IDRAlllII'I'l HwR
DIOBlIl'l'l DWF I FI1D 9IXll jt NJA
fIE IWIE: 9760CK.DP
IIl!IIlll..JlI,
SITE
PLAN
11.
}!I
M:
Jm.Jlll
C201
CURB & GUTTER INLET
T.C.~846.80
f1Jll OF WI>. T[R NO PIPES
I/IS1SLE SIM. sm. 8.0.80
I
101""
~~ , >"',.F",,~,>
,,~. "" .' j <~ .~ ~~-.",..
~~ii:=--..--Q1-'-"1._~=4===L=f=~=--=~~ ~~~
....~ " \ '. >'l"':k
. ;.----! ),,~.'\c;::- "\ ;~"
,...'- c.d.-.: ..,-~ .'>.
'''-~~~=~~~ C. .<~ ~ "-~~
'""'z ~ CARIlEL awE
"- I':" . Ea",,",enl ~t ta~
1I.-..::...g---1=:...~.5~~~~1~~~.~
. .;........~c~ ~~.~~. '.' .c._... ~i :..~;;.. ~ .~....... '" .......:~ ii.w,,,,,::: .~ ^'....~.>>.
"';,r
.~~t
..
I
..1'
" 1
",-,
I
l....~3'1
\ ~. I i
fIlii ! ~i /1
^ I .,> f <l'
!, ~j9, ....~ 1:~~ ....:~
..~J4~
:::=~f r ,
. I {lC~4 ~'~~J:Ni 24' 01A.
E 2" RCP I . 842.21 II
W 12' RCP I V. 841.91 ,t?"
*60~~'~~8 OLE :l tJI
J6' RCP IINV 8J;q8/ <P-~~'
I 12' RCP jNV. ~1.I~ ~.
I'~. ~~:, ~I. 'iI<./'.lJeJ9~t~.
; . 847.eo / ~~/
, I . / '"
~- f' I /, /-. f
'-, I I ,J! "-
\ ~o,~ ',,g. i.!"~
'~'.. . 'I' ,~,..
..t~'
I ~
I .~ .-t.
f .r
G-
CUR8 & GUffiR INLET
r.C.~847.J9
.",l":I~
,'"
."
,,~....,~..
\"""'-' ~
,~
.,/"
>'
:.t"
..'tl"""~"
"
."~'
BENa-tItrlARK - CASllNG WI BRASS PIN LOCATED IN INTERSECllON Of RANGElJNE
ROAD AND 116th STREET, SAID paNT BEING niE SOUniEAST CORNER OF SE~'S
36- T1BN-RJE ElEVATION = 819.78 (NGW 29) PER HAItrlILTON COUNTY SUR
OFF1CE
HOLEY MOLEY SAYS,
~ 1~~"T
/~ND.
CAl..L 'IWO WI)flI<INC llAYS BfFORE YOU OIGI
WlTHlN INDWIA 1-800-JB2-!5S44
IllOIl OUTSIDE INDIANA t -aoo-428-~
SUR\lEYOR'!; NOTF
~~Bt~~~
~~J~~M<<.==
.,,1'
,.r
/
/r-"'/
/
:~p,.....
EXISTING LEGEND
'"
,.P
,.r>oJ' -UCT~ UNIlERflROUNlI 1UiJ'H(H;
SPOT ELEVAlION ~ E1EC'IRIC
-UlI!t-
~~ --&51.'___'7"__ CONTOUR UNIlERGROUlIIl CABLE T.V.
",~m.mT~.""""'''~T
====-= PIPE EHll SEC1ION WI. 1EIl LItlE
(l AREA/S'tRET UOHT .". WA1EIl V~VE
~
~ U11I..ITY Pa..E :1;b FIRE H'\'llFlIoNT
>--4. Ifm..nY POLE Wi OUY UNE WI. 1EIl YE1!R
.
\!l 'IEI.S'IfONE 1ltAHHQ.E <It \!IA 1EIl lIAHHOLE
m m.EPIlONE RISER llAS LINE
~
iii iIIANSRlRIoIER tXJ llAS VM.VE
II> ~ lIAHHCILE a llAS IlE1tR
III EU:CTRIC WE1tR C9 llEaDllOUS 'R:E
ill CAIllE lUE'<!SlON RISER -0- F'EHCE
Ilil !.QI'TlJR IIa.L SIQN
--- OVERHEAD ELECTRIC 0 11IAFFIC SlQW. Pa..E
Qtl 1l'Wl'IC SIGNAL llANHOlE
n.EC'lRIC IlE1tR
//fb'to't:.~
':e~>~
PROPOSED LEGEND
....IiliJIl'tllP Gf' CURIl EIE\I, SPOT ELEVATION
IMI]GUrnII EIE\I.
NOTES
SEE SHEET "Cl101" a: "C802" FOR SITE DETAIlS.
2. SEE SHEET "alot. FOR SItE SPEaFlCA TlDNS,
3. ALL ~ W1lHtN STATE ROAD IIlGHT-cif'-WAY SHAU.. CClNFllRY
\filTH tHE INIlIANA DEPARTWDfT aF '11lAHSPORTA1IllN STAHDAIlIl
SPEaFlCA 11ONS. LATEST EDllION.
4. ~~ST~PU~~~-~~~~ 1ll
Ii. IUJIllIlIll LAIflN SLCPE IS J: I.
8. 1HE caflRACTlIIl SHAU.. CONTACT AU.. U11U1Y COIIPANlES
~TE~IlUI~SER~~UNijfuW~
NIE. SHO\\tI HERE IN ACCORIIAHCE W1Il AVNUIU. INFllRIIAlDI.
~~~~~~U~~1lOH
lint APF'UCASI.E U11lJTY COWPAN'l') IS 1KE
RESPCIlSlIlIUTY OF lIfE CClNTRACTOlt
7. TC - TOP OF CURB - TOP aF CAS1INQ.
8. ALL SPOT ELEVA nONS ARE 1ll F1NSHED llRADE.
HYDROLOGY INFORMA~ON
EXISTING SITE CONDlTION;MPERVlOUS AREA = D.65AC
PERVIOUS AREA = O.23AC
DEVEPLOPED SITE CONOI~~~~V10US AREA 0= O.65AC
PERVIOUS AREA = O.23AC
THERE HAS BEEN NO CHANGE IN THE AMOUNT OF
IMPERVIOUS SURFACE FROM THE EXISTING CONDmONS TO
THE FINAL DE'vt:LOPED CONDITION.
TOTAL DISlURBED AREA-
~~~O~= S~O~~C WATER POLLU~ON PREVENTION PLANS
ARE NOT REQUIRED.
liiIlU1llIilIEE
E
8
25 r
.~~ ~1
~~*:gi
-gi~~j
U&llll~~.J;
,@l()~r:-;:::::':!
~~~?i~~
CI
<::
""
~
<:: 0
.~ 01 ~u
,3 .5 ":;.. 1:
$~~K
~~~j
5~~~
C)
c::
--
I-
Q)
.... C1)
.J::c:
C)--
m_ C) III
U)t:t)
.Ew.E
~
NO. DATE
REVISION DESCRIFTlON
,,\\,\\UIW~"'~II'~,-
~~~Yrk'f.' ~~
1~/~o~g6:'\~
%~\ _Ill' /i~
~ '''~.I.I.!I~'~~
~"J'II IriiAL'" ~,,,-:o
I'IIIIIullt\l\'\
.9......Ji >tv. ~ .
am.
[11
Circle K Midwest Division
Pasl office 8Cll347
Columbus. IndiaM 47202
Phone: 1j12-371;l-1l227
lI'I!R5lf'IIMnY m~
The I1ldpIent or IIl8lle ITI8loriaJo und"'-lhal
CCIll'rtgllln 111. melerl.~ l& lJWTI<ld by lEI. end else.
Ihet the metnr1els anleIn prIvIIed;ed end conIldentIeJ
buslneeainlcrmeUcnc!IEI. ~.lhelWdpiunt
og.reea to MltI'In Ihaa ms:lDrisl.& fn Btrlct c:anfIdenaJ end
.greee noltc dlDolooo_ rnu_tc ""i-
party .nd further Bg""'" nollc..... a>pIeo DltM
mator1Dll. The rvctpI;Bnt BCJ'1I'8I to usa the mstDrtala
ooIylo<tMllmJtod purpoeefcr_IEII1ee ....ts1l1.
mntor1a:l, 8YfiU!lt:Ml. and ~ .ftC!IfBelW ralum 011
...lerll>~ IcIEleltMr upon """"eIfon oflhe_
pl..IJplSIJ (;It UpallhcJ RK1uM:1 Ii! IEl. ~ rorneB
-
B..lQI!IEi:l.
CIRCLE RIr
1230 S. RANGLlNE RD.
CARMEL,INDIANA
CIRCLE K STORE #2275
5ClIII: l' =20'
lIElIlIE\ll/'l! G8M
amBll/'I! DWF
GAm 04117/08
DRAllIII/'I! HwR
flBJIlIaIli( ~ NJA
II.[ IlMIE: 9760CK-DP
r&UI!LIII.i:.
GRADING
PLAN
I 31!
ill
.. ~i
1.lg
Im..IA.
C202
""
...~...~n~
o
~
---=-'=-=~-:--==::=:~I-
I ~
, ,
1 ~
II I
~ ~ I
ff";=1F" = I ~=;=T: ====
II I "- II t ~
il Iii" II, 0~"
II II II
IrlL -H-, '-I
. ~.:r,' )l.L,~~.U,~ '11....".'<'.
i II G '~" I I t:; t:;
b_ ,t~ ,~ --, ";; ~- ~ W
=--_.' "_~'y..o.;, >-:'"'~ I I '\ t; to I
-:u ~~:':~~:gt'l'r;' 111 " O{' ,-~"'
POSTeJ) --.. "'" ,'" "~r\.}'~.~ ,J-, ~ =:= = =(= = = = = - - qe
.~;.,-~. .'
"'c:- ....
___l1'li'
~1Kli' ;..
... ..... ..;L~IJ( " i
:1~~~~r::"ti0~;lir"'~ 1 ~Jrl' I ' Ii :I~
"'-_",f;;;,-,;;;;,,-..-_mT.._,, I \ N! ~Ji ' J.. ,,<' .."
~:"'.~ .. ;:,;)ia * T.C.:oca47.30
N S' Pye INY. 644.00
N 12- CMp INY. 640.10
E: '5" D.I. INY. 640.10
W 6" PVC INY. _.00
~~II-~Vl/; .,
i l.OlDi~ TO 1141.11 i:fl
.-'. :~::~;'-:;<.:~:::.:;:-..:::~.::::-.>~2:'.(', ,".:~ . :" :.,~.:. .'.~!:F~'.-I?
. - _. - - .",~"""",,; ..................................,....>
I
i
i
. /'1
,
III
II I
I
I
CURB & GUTTER INLET
T.C.=B4S.BO
Full OF WATER NO PIPES
VISIBlE 8m. ST11. a40.ao
'" CARlE!. DFIiNE
~ taaomtlO1t ~t to~
--n___u. _ The CIty 01 Canna!
11-..0 -.11-0 . ./Il---..alTiim...llilo ~.. _n Ii
.. 3'i...........w~G~ "",....."....,......' '"* ..,...~.~~. ~ ._.'_'.~'.'_''''''C .::~. :.;-.-.-.....-... ~- .....~.......'::":; ...................... W ........--..........." -:";:;' .-.-.... .... ~~.,.u.~....
CURB &, GUTIER INLET
r.C.~B47.J9
q-
.,';;~~._;;: / ,~
.:.."; -:':-.:,-, ~;-'-,'y;:
... ...;
.:~ / /:
..
/
"
I
I
+
BENCHMARK - CASTING wi BRASS PIN LOCAlED IN INTERSECTION Of RANGEUNE
ROAD AND 116th SlREET, SAID POINT BEING '!HE SOUlHEAST CORNER Of SECTION
JIl-T1BN-RJE ElfVATION '" 819.78 (NGW 29) PER HAMILTON COUNTY SURVEYOR'S
OFFICE
HOLEY MOLEY SAYS,
.Jj}::.
ll'I.I. lWO WD!II<INQ IIO:'S IlUI:lllE '100 DO
WITHIN IN_ '-llOC-JB2-l!M4
FROM 0lIISIlE _ 1_'211-5200
SlJRllE'YDR'S ND'Tl'
lJNIlERllRIlUMQ UlU1l[S .- ...,. ux:r.mJ If( N1CHC 0R0UNll &1DENCE
NIO __ Sl!PI'\JEII If( U11L/IY SPOmIlS. _ IIGIIURlIG
CNlNOT Ql.WW/Itt lH!: Ia>>fIJCr III ~ ~ 11!1!1 INfllRlWION.
LllOOIONS !i\lOIJUl IE _ FRIOR TO "" alHSlRIJC11QN.
.. "'" ...... lIRllllI NlM9t:R ,_ .. 11lMJtOil511
EXISTING LEGEND
#'~ SPOT a.EVA~ -UGT- UNDeI<iIROUIilD 1U.EPIWNE
"~"-~8J1 'mumm CONltlUR --- IR<<lERGROUIilD EI..EC1ftIC
=====:1 PIl'E END SEC110N ~-'m.~~ UMllERllROLlND CABlE T, V.
(l ~ UGHT \IIA TER UNE
~ U'lIUTY Pa..E ~ WATER WJ.VE
~ U1UJ1Y POI.E wI GUY I.JNE ~ FIRE IOORANT
(D 'IEUI'HONl!: IIAH1Kl.E II \IIA lER llEtER
III 1tUPHONE RISER @ WA 1ER l:IANHa..E
l!il l1lANSI'ORNER ~ I1I.S UNE
It> ELECTRIC YANHOlE M I1I.S VALVE
III ELECTRIC IlETER II I1I.S IIE1ER
ill CAEIl.E 1UE'iISKlN RISER <:) llEaDUOUS 1REE
@ _TOR m.L -0- FIN<:E
SIQN
-lIII!:- <MRHEAD ELECTRIC 0 1RN'FIC SIGNAl. PO.!:
oSI llW1'1C SlOMAl. YANHa.E
ELECTRIC IIE1ER
PROPOSED LEGEND
-uu......r
m
NOTES
.
STORIl SD!R INlET
CANa'Y ROCF DRAIN
CANa'Y ROOF DRAIN
a.EANOUT
GREASE lRAP
SANITARY CLENKlUT
1EIJ!IlHOHE: SERW:E
I. SEE IlEatANICAL PL/lHS FOR LOCA 11011 N<<) SIZE OF SANITARY 0MlHS, irA 1ER
LIlES AHD FIRE PRO'IEC1K* YillHII IIUlI..IlINGS.
2. COllPACTm IlRANUI.AR IIAa<f1I.L REQUlIlED 0\lER AU. UlIlJT1ES IN PAWD AREAS.
3. llfE COIIlRAClOR SHAU. CONTACT AU. U1IJTt CXII<lPANIES TO LOCATE AU. IIAIl$,
COIIIlUIlS, SER'olCE UHES, ETC.. IN THE AI'I'EClm CONSTRlICtION NEA. ElIIS'llHO
UT1I.J1Y S1lI\JC1\RS ME SHO\fIN HERE II ACOllRDAHCE W1lH AVNLNJU INF'ORllA11ON.
lHE LOCA11ON AND PROTEC11ON OF U1I.J1Y smucllJRES AND FAal.J11ES, 1HEIR
~IS~~~~ J:.~11ON liTH AE'PlJCAIU
4. RCP.. REIHF'CIRCED COI~ PIPE a..ASS II
PVC .. PCIL Y'OI'lL 0llllRIDE
- SANITARY SEWER - I\S1\l D-3034, SDR-3Il
HCSP .. HEJJCAl.Ly CCJRIlIJOAlUl S1m. 'PIPE - 18 OAUOE ALlJNlNlZEll
ll. FlElIIBLE PIPE TO BE tNSTAl.LED PER ASnII D-23Zl, a..ASS 1,2. OR 3 IIEIXIlNQ.
RIG1ll fIR 10 BE IHSTAUm PER ASnII C-12.
8. 10 UNEAL FEET OF 4" aJBS\JRFACE llRAIH REClUIREIl ~ WAY (1lPGRADE) FROId
AU. STDR!:I 1Nl.ETS. (UNLESS OlHERIIISE HOlED ON PlANS).
7. FOR S1E DETAILS SEE: SHEET "C801" .. "C802",
a. FtIR SITE SPEClFlCA'llONS SEE SHEET "C8Q1",
II. FOR SCIL EROSION AND COIil1ROI. DATA SEE SHEET "C204".
10. AU. CONS1R\JC11ON W11HlN PUIlUc RlQHT-OF-IIAT 5IiAI..L CONFtIRII TO
aTY OF CARIIEL STANDARD SPEaFlCAllONS, l.AlEST EllI11ON.
llJUIl2llIDt.
E
8
do
o c
co -.:;
.~~ ~i
Cl~o:6 g>
~ ui~ o,!ll
'g8.:b:h~
u&! ~01;01;.5
Q)ll) <Il~~~ I
~~~E~~
g>
~
c
.~~.s~
~'c ~ 55
~~~ ~
~. -g -g J
5~~~
C)
c:
eli_
I-
f>>
.... (1)
-,=. s::::
C)II-
11_ C) ·
U)c::U
.Ew.E
-
NO. DATE
REVlSlOH llESCRIP110N
..,""~\lW~III'j!.",,,1.
$"~~l*~ ~-0
f~(.90~g6:.'.)~
%~.... mn;.. /f5j
~~~'I.II!I~)#!.~
~II~/J/~~~,\\\\\\\,\'
9......;i >tv. ~
-[K1
Circle K Midwest Division
Post office Box 347
C<llumbus, Indiana 47202
Phone: 812-379-9227
lIII'AFWIU:I rrY ~,~
Tho ntclpIonI 0/ "- msIlIrtJIIs undonlland. th8l
""PMIht ,. tho ms_Ia ,. owned by I~I. ond_.
lhotllloms!ll.tolacontDlnprivl"""'......_
I>Jolnooo In_ or lEI; _ngty, Iho rodplon'_
~ to ~In ~ mabtrtato In II1:r'Ict confIdenoe And
lIIl.-noctod_lIlOOematorlalSto"",_
perty .... lul1hor og.... not to ...... """... of Illo
I'MtBI18hJ. T'I1e redpl&nt Bg/'8M 10 LIla ttM: matattala
only ""tho _ ....".,.. forv.l1lctllEI hoo_tho
.......... ...,,,,,,,., Md redplont IlIIraOo to """'" aD
ma_ to I~I_ upon oompIelkl'1 or "'" InIondod
Pwpooe OI"JlOI' tho fllG- allEI,_axneo
ftlOt
B.lJlIIIIilil
CIRCLE RIr
1230 S, RANGLlNE RD,
CARMEl,lNDIANA
CIRCLE K STORE 112275
sc.te l' ~ 20'
lESlIII2Illlf: GBM
QElG 11'1: DWF
Do\1E: Cl4/17/0ll
DIWllIIIl! HwR
FIl.D SOlI(. NJA
fU IIH: S760CK-DP
IIWIJ!l...IlJI.
UTILITY
PLAN
P
f! !
U. .~
;I~I
II~
liEEI.JQ,
C203
//' \
.'"/~ \
\
.f''?~ SPOT ELEVAllON -UGT- ~ lEUPHONE
..--&:11...........-.. CQNTOlJR --- UNDERGROUND EI..EC1RlC
====~ PIPE END SECl10N ~-~~ UItllERGIlOUND CAIll.E T.V.
(t AREA/SlREET UGHT WATER LINE
~. U11I.I1Y PO..E ;q W"lal V~VE
~ U11UTY Plll.f: WI GUY UNE '+iC RAE HlDRANT
(Il lELEPHOHE 1lANH0lE II WA lal I4ElER
m tEI.!PHlJ€ RISER illI IVA lal MANHa.E
III 1RAHSFOIlWER e CAs LINE
it! ELB:TRIC IoIANHl1(..E ~ CAs V~VE
III a.ECl1lIC 1oI[1ER a GAS WETEll
IIlI CASU: "IEI.EYlSlOtI RISER (9 llEDlIUOlIS lREE
~ IoIONITOR E.l. -0- F9ICE
SIGN
--- OVERHEAD ElLC11l:lC 0 lIW1'1C SKlNAL POL!:
lSI llW'F1C SKlNAL lWlH<llE
ElE1lllC MEIER
I
I
I
EXDSTING LEGEND
~~:'S:
. /1
. /...-1 -?" ~i./ , I
/ /.;? .", ; ~=_"",.. '<: ~ / '\ I
== =='"""'~'~ ===[~l'?.'" ~===--== ====,;",.=~=-..". =~''''x- -=IF==fr-~='f1=======r====
i J ] ~ \ \ ~,~~ II ./, ! I \
! ~ ~' ~__ "\. II .-' I' I I \
r....._._.-~_. .r'~:::" '" ''-. "',,~ ", II f II ! r \
; ~// ...n. /---- ,:-. -"'> '" '". II, II /I
; " ' _L:::~'-- .- ,_.,:-' _.,......:::: II 'II I I I
-T . \ "" =f""~""",,,-,"'_'= -~~- - -=:;=- lr--r--i'- - rr- - - _wl
-\;--'''~_!\-''-''-,\------i------ \ ..w ( I \ ,I J I
"'\' '\ '-....~ '':.~.~ t ~~~"-.U&I! '-..'" I~ \,' I I
. ~ '... "-,~ ....... CARIIEJ,. ........& ~ ~ _nmn___._ IJ ;y.,1~ jl I I
~j:-.--.7..~~..~.~. ",> _._-~..~-_. \~..~ ~._~ II \:1 II :
,- ! / / t...> " "~"" il I I I -;::--
~._,,' ~ ' <..- / "- "~'- II \'""'.... II -;/-;/
---~---~4 r. .""> ~ .-,<..,..,~":": ~.,.. ~- '?'. ---"""~ \ "11 -;/
-~:;,~-__-~ ~~:t~'~~~:;;':-~', ',' ".".:~~.w,.-- .. .~~ ~ ~:'. ~~:~_~~~:.~~~~~ ~~;~~~\- - ~ ;/~
/ =1~' ~fl''-~~@'' ",' ,''','' ,....""S."..~.-..........;.,'I. ..... C o'-.......~111 '\\ I I;
/ /""\. i .' :: :;.;~"... ." ~'., . :....:..7~... : '-:.;,; :t-;;' \ ~,_. ,r::::..:':~ ~ (:)1 '-. '\ i \:--..... 1~------~--!;
, =~===(~~ t~~'l' .' ';~~:: /' ~''-..~;~ / \r1J'" ;;;:,:' .;::::::' ::" ;~~.:~~ :--.~, \~ ~ '=--,..:-------
, (.' '>.. If \~ . \ \ I"~::" ..::~a::.:.:.~.. ..,.... '. :'-- -'" ~
i ,,) J,'., '0lIIS1R\ICT10N ' ;>l.f t , -~.. ...! '.' .~ .,~ ~ I II
<.., (' . I '11 '.; IIAlN1eNAHClE AREA /<Y' \} . ""''''-'. . ......, /".' .. -.::~ '~II ~ =======1=======
" 'r . '. ~ AND CONalE1I: v ' ~ \, \,....."\:',,~' .. ~... l II
\\ ~ 1 J .~::~: ~Our AREA ,/ II ) ;\ t, VIffi'::: '\" t~~~ "1,' I I'
T ~, ". 11 II I ",. . \ ~..' \"
\ \ II i li':'~ ~ .' ~,- /' ~ II I ~,;'.' ::.~::::: .~ ~ I I,
I \
\
1> '<< ~: t:1.'."" i ~.. ~.'.'.'.'.' .... 'li.
~ \ II;' .. ; rt;:.".:";.,::".,"y/',,,, ,"'. ". '- / I' . :' ~'~~~::'. .~ :
i .;x ~ '-. / ..,
W 1f:~:~:C~.:~' I ". -':~' '-./ I@'... ~\ I I
r j! ! ::~~ :- I '< ... ~~~< I
~ '\. . J' . I .".: ~ \.. af~ """"I''''.......
~ ! \1:'1'" I \ "'", \ I
~ ; f f:.{ : ~ .fl.; > ~... '~, ~I
i / J ;:: ::::: : I ,/'J 't', "",.:,/."., .'.";':~:,)?:i;.'::.',~".,..4' .:~;)~;:i~lii:--...:: .-:<' . \!i!
i~i / ~::'::: I /~ .,...........::/l.\ri'.:, . ....... ;......"., ...ii::}.:i."~;.-::.i:.};;:/l.:,';:;.>' : '.I';~:-: ::::: - "'- Ii
".! r::. C::: I.~.::,t.,(..., ...:'<:;.:;,:"~:.::"::(:-;.<.'t.;..il."" '. ~::l~'~ I ~I'
/1111 ! ~:::::. I :)'::':::).";:;'\!',-':~"':,":.}:::: .....;.:..:::: l'-' '~;': >. .'. . -. / I i
;, I. ... ___..l. ....,':...' ..:,.' ....'... ..;/t~ " ,""'.'.. .'::' ", .'L .~. "
i III ;'. .... '< .''-. >:.:-:, ,'<:".' '".,,'..::,' "....:,:-.,::: ',,\''"'. .:, .:.-. : i
i '! ~'. .... . ..,,<....:' ". ,.,'- L.."..::./.(:::;::.;{,,'.< '.'..:''\'' :.I.."..t. -: -: 1;'\' ! I
; ~ " ~:. .:.:. I);,./.,:.:~:,. ~~.:".'.;:~ :'-,:.:.'Y .,.ti:':;~.:,:>:::":' ~.~<'. I ! I
~"ijl\1 \ ,/ !:: :; ::.,.... '. "'," . ..:...;.'...'.... ~..:~.;.../,,:,.;.,:..:,:.E;;..:';. "'/'<;'::::."..:0:':':1 ::f.':' I II \~
Iii I. ~~:r:~::::::::::::~~ E~ r, \t~ :f;~' -- ~ j /
i ~ ~ it t:-,.:-:-:-:-:-:-:.;.:.:.< :L: 3:- _. r l i: "; I --.., /~~
"'=1 I l.. . . . . . . .. . . .f '7 - - -..L "-.; . .'. ii:
,I I ~ }.....,......'..............,. ~. - :::::-===--F-::::---- \.:,; I ~~
'I' ,......-1-.....,...,," ...~I. . ----'='='='=----# " -. I
/ ~ \ r :::::d~;F~:.'..~:/,;d:\;:;':.:-~ ~ <. ---- I~: I
'\ : r \ ~~~}~~~:;g~:i;]'::::~'.})::./~ '\ . "." i! i I
"',-1:! Jf:i:::~<~:::::::::::::::::::::~~ ,1 I I \ I I [}. l ' ~. i\ I I
II h., L.rd........... :.-;::-) I '\ I _:x.. ,! I
-/_~ ~.l~lli
_/ -- - <"'=::~----~-- ----------- ---="'''''''''""",~:,,..,... ===~~'~"1I/\ t ! /
/ """"",- .-l ( - ...Y.
/ " I~
/ '" "
/'~ '-', II I
/"""'" ......, II
./ I r
,/ II
III
1'1
I
I
//
."~~ .../"~
/
'1'1:'
/
<.
PROPOSED LEGEND
SEDIMENT CONTROL FENCE
o
FABRIC DROP
INLET PROTECTION
I"......~
........
.......
........
........
PERMENANT OR 1Et.lPORARY SEEDING
PER SOIL PROTECTION CHART, LANDSCAPE PLAN
AND SPEClFTCAllONS
UMITS OF CONSTRUCTION
~
INLET PROTECTION
DRAIN GUARD FTLlER BAG
CONTRACTOR IS TO INSTALL DRAIN GUARD INLET PROTECTORS IN ALL
INLETS DURING CONSTRUCTION. ONCE CONSTRUCTION OF THE SllE IS
FINISHED THE CONTRACTOR IS TO EMPTY AND REINSTALL BAGS.
/
:/l
l~
t/
/1
/'1
i
+
BENOiMARK - CASTING WI BRASS PIN LOCATED IN INTERSECTION OF RANGEUNE
ROAD AND 116th STREET, SAID POINT BEING lHE SOUlHEAST CORNER Of SEClION
36- TIBN-RJE ELEVATION = 819.78 (NGW 29) PER HAMILTON COUNTY SURVEYOR'S
OfFICE
HOLEY MOLEY SAYS.
~::.
CN..l. 1YIO WlIRlONG ""~ llEl'llRE YOU 0lGI
WfIljIll INIlWIA '-llOO-J82-_
FRON 0UTSlDE _ l-t!OO-421l-5200
Sl1R'v'FVOR'~ NOTF'
LNIERIlIIOOHO lIRlIIIS. _ Bm< lJlO'Jm .. N!DIE ........., """"""
_ _ SlIPI'I.JE) .. l1lIUIY SP011tA5. _ EN3MEIIlIlO
_ lll.IWoNTD: THE it.':I:1NCI 011 COYPlElIIiEllS Of'.lItIS INfllIOlMJ'IClH
LCCAI10NS SHOWl IlE VIJlIFEI) P!llOR m _ 00IISI1lI.CIDl
AS P!JI tiORK ORDER NUI&;R 1~" 1~1C1581'
52.ex
44.11:
3.11:
IDOl(
!:i . =-==- .
~~~~~~Jo.~
Map Unit S)"IboI
Br
Cl'A
t.lm92
Map Unit Name Acrea In AQ
1.3
S1cpc11 1.1
0.1
2.!5
lIlE..fIll!lllm
E
8
cil
as 'E
.~ ~ JL~
~~_*asf
'0 .!a en :$ .s:
"'].<QcO.9l
ot:, "'~~.~
OlIO "'~~I'
"'" l;O.!!l........
~t;)~EE
Cl
E:::
1
..~ Cl g>8
~.~~~
~~~ ~
~-g-g.l
c3jj~
C)
s::
li_
s..
(I)
~ CD
..cc
C)--
-- C)
(l)c
.Ew
-
U
C
-
~
NO. OA 1E
REVISION DESCRIPTION
\\\\,\""W-li'"Jlilll,-
~,,~ '0 . I'" "~
~~~m~~~
tal' No. .....\~~
\~. \,.90::6 )~J
~ -....J.ttP.t~~.~ ~$
...~IjoJ'1. IcMAL.~,,$"
'IIIIIIIU111\\\\'
9..-Ji >tv, ~
-[KJ
Circle K Midwest Division
Pos1.offlca Box 347
Columbua. Indiana 47202
Phone: 612-3711-9227
1DSI'IRI1IJIn'Y m~
The lIlCIpHlnl Gf these mslal1alll unde:r1I:t8nda that
""I'l'rlght In tho JTIIItartaIa Ia _ by lEI, and BIBo,
that tho IlUItDrtalII contain pPMlBdgBd and confldBntlBl
b<mneBlIlnfOnnallDn ailE!. Al:aIrdIngly, tho I1ICipIBnl
DgI'M8 to rutslrl ttmo msmri8l. '" ~ confidence and
BgI1Ml3 not 10 __ IJ1BIBIIBIalollJl'folhBr
party and fur1har og..... nollD ITIIIl<a oop/c& 01 tho
11IIIlBrtBI8. ThoroclplantBgl'OBOtaU08lt1om<llBl1Bll
only for "'" IImlIBd purpoBB ro._ lEI"'" IMdo Iho
I1IIIlBrtBI8 __, and mdplonlog.....lD ..tUrn BlI
_10 '" IE' all!...- """" """plelIon of thB InIondBd
_ot""""Iho...q_alIEI,_"""""
/\tllL
.lI!UlIIlail
CIRCLE AKA
1230 S. RANGLlNE RD,
CARMEL, INDlIINA
CIRCLE K STORE 1F2215
5C.IIi: l' = 20'
IE99lIIl B'I: GeM
lltlXIl ft DWF
DAlE: 04/17/08
lllWiIlB'l: HwR
fBl) 8OOll" NlA
Fl.[ llMIE:, 9760CK-DP
IBAB..llIll:.
EROSION CONTROL
PLAN
,~i;. I
" .
(II
. ,
1.1:
~
C204
BIiICK liDGE 647.50
~
IS"
2'-0"
l-l
.'-."
(OWRAP ENOS 1IIn! IIRIQ( \lENEER)
RETAINING WALL DETAIL (DOCK)
HEIGHT VAAlES
y-."
NOTE: WRAP ENDS W1lH BRICK FASCIA
CONCRETE WALL / SEATING DETAIL
.1 1l~)' -0" I TOP OF CURB
B....EEfEE.... .'. .......~..,- '.' ...~..... ""tt'.
.. _'.' . '.!, . . . tI . _.,. .:. .. ~. _ I . ..
.. t>,~ . ,". _' . :".: :'. _-. '. ,'.' ... . ": -',' -:,. : '.a :.: ',..' . ':'
LtRANS1Il;]lS[-----1 PA'oe.l~T BOTTOlof OF CURB
%~SON TlWlS\fllSE CONTIlACllON .DNTS
CURB JOINT DETAIL
THICKENED EDGE
I" HAC SURfACE
ON g" HAC BASE
s" CONCRETE SLAB
wi FIBER RElNfORCE1otEl/T
o
CONCRETE/ASPHALT PAVEMENT INTERFACE SECTION
12'-." Q.EAR.
(SEE PLAN TO CONFlRM)
12'-0"
20'-0"
S"
WOOD NAllfR
-,
7" CONCRETE PAD I
I
I
I
I
11
I
I
I
I
S" \I1DE - - ~~O~ ;;OE-/.J
THICKENED SLAB THICKENED PA\'EloIENT
= =
C'Ya..ONE 72" HIGH GATE \11TH HINGES
AND LOCKAIlLE DOuBlE LA TOliNG DEVICE
- DOUBLE S"MNG
~
~
'b
~
r"A" ~I
:t
IolOUNTED OFf ." POST
t ~~og We<
(8) - ." I STl POST -r lG, J'
BlIRlAL DEPTH, F1U.ED WITH
CONCRETE
. CONFlRlol HEIGHT
.:.....".
uW'.' ~"'~
"~oca<~
FlN
GRADE
S\\1NG GATE HARDWARE-SHALL BE
MALLEASI.E IRON, HOT DIP GAlVANIZED
(ASTIoI AI23) HINGES, LATOlES, CATOlES
AND FlTllNGS. LATCH IolECHAHl5loI SHALL
BE OOUBLE FORK T'll'E \lI1TH CATCHES AND
PWNGER ROD. FlTllNGS TO ca.tPL Y IMTH
ASTIoI 826 AND ASTIoI f1lOO
INDUS1RlAL/COlolERaAl GA rES. GATE
SUPPlJER MUST .BE MElolBER Cl..f\jl (CHION
UNK fENCE MANUrACTURER'S INSllTUTE)
~
TRASH ENCLOSURE GATE
& ELEVATION
TRASH PAD DETAIL
W/CONCRETE BLOCK WALL & BRICK FASCIA
t 4000 PSI - IllI AIR I!N1RAIN[Il CllNCllf:1E
CQIIPAC1tIl SlJllGIWlE
.. , TO - Of"AS'IY D-l!e7 . , 1.
{- ,. .. . . 1', . f,.r
, '~~.;A~'.'T
SPACED AT 4f1-o" o.c.
Nlm: U$E 'lHtS lIETAll. lIIl1 \JNIlERO'''''lN
F1lR NKlH "'~ MTABLE NIEAS
CONCRETE PAVEMENT SECTION
ON SIn:
ND'm 1) ~ 10 I!IIl It. fIl:O!: MAIOlO illlA1D:IN.
IXUl'AClID m OCR tE liiAialUI AS DIJIRII!iiND)
IIY AI1V D-I"~
.i) CUIaa:'t!: 10 BE 4CIC>> PSI 0 21!1 DAlI: IlflH
811) 'IS ~ E:JrI'TUNd)fJ.
~ CQIQtAC1'OI'tlU tafty am Nt!lIICNl! IIlH
0ISAlD.IlU ACT RIDIJiRDIEH1S eiiX aJNl'mlJC'IINQ
'u:anQ Fal HNGCAII ~.
I ........,
t J
./
V
/ / I
I / I
\
1\ \
\ \ \ \ ,.....'"
"- / \1\ .....V"
"- I' - 1----- / .......
I'--.. - I"'"-" -'"
HANDICAP RAMP
r
~
&
GAlVA/oI2EIl SlED. SIGH
PHONE CURBING DETAIL
=1A1lO1.'IKlNAL SON REQ'll.
~ T VAN ACCESSIllI.!:
SPAI%S ONLY
r- VAN -
~CE;SIB~~
o
o
QALVA/oI2EIl SlED. POST
i
~
10
J. C(lN'IllA$T w.u.s Of 5'IW8lllS 10 BACKGROUNO
TO BE A _lIUII OF 7OlI.
. CONCRETE JOINT DETAILS
1l.5' a.a. IIAX.
I'CON(:.,,~
~Ja.~'W/~c:.
~=r~=
INST. BY CON(:. CONlR.
HANDICAP SYMBOL
~
~+
......;.F+
SCORE
p
3/8"
NOlES:
1. All rACIIJlES _ THE IllSAIlI..m SIIALL
CCNrORII IIllH lHE AIotERICANS WI1Il OlSAIIIU11E5
~CT AND ALL RE'IISlONS.
CONTRACllON JOINT
~
p
:l. THE CHARAC'mlS NIl) lHE BACKGROI..Nl
Of" SIGNS SHAll BE EIlGSNW.. .....TlE, OR
DTHDl ~ FlNSH. CHAIlACTERS AIID
5'IW8lllS SHALL CllH1RAST \III1H lHEIR BACKGlltl.JNO.
UGHT aWu.cmts ON DARK BACKGRwNo ME.
?REFERED.
HANDICAP SIGN DETAIL
l.
~ACKor
CURB
,.. . ~. '~\c:. ..... '. . , .'. ..'
PA\ofJoIElNT I 2."
PlAN VIEW
~~
"""'"', n:,::: }7.,~ 14
El..EV A liON
2' CURB TAPER
VARIES
.+ . p. .; .,,:,'.~
T......................:
NOTES: 1. SEE CONCRETE JOINT DETAIl F'llIl
DElPTH OF CONTRACl1ON JOINT.
2. SEE CONCRfTE WALK SECTION fOR
LOCATION OF JOINlS.
3. FUll DEPLH SEPARATORS ARE NOT
.PERIolITTED EXCEPT AT ExP. JOINlS.
INTEGRAL WALK & CURB
CONCRETE STRAIGHT CURB
~':~~:'~l
18Sf/SYD
2" -lNOOT SECTlOH 4Q3
tlOT ASPHAlTIC
(:OIlalETE jlI
B:HIlEII 22Of/SYD
OOlII'ACT SlIB!lRAIlt:
TO QO:!I AS'IIol ~ISS7
8"- COIIPA=
ACllR:GA lE BASE
NlOT SEC11llN JO.3
TYPICAL PAVEMENT SECTION
ON SITE
~'
~I~~I#
5'-0" CONCRETE WALK
.m..EII!illII;i
E
8
Cl
55 .2
.~ ~ ~.~
Ozoo g>
'iij:;-@@~
:g 8. eb r:h .9>
U [i CIl ~ ~ .5
.sl.....~r:'R'~
~~:EE~~
Cl
<::
1
~,~.~~
~.2 ~5i
~~.~ ~
~"Eig~
G~~~
en
c:
-;::
Q)
..... (i)
.J::r;::
0)..-
-- C)
tAl:
.Ew
.
(.)
t:
-
NO. DATE
~,'\\,\\\\\'\J ~ I' r'j!!',,~~
&i:\).\~ll~i'I'~~
(~(~O~~66 \~l
,\ll., uln. ./fiij
,~../1ge.~~<f'j
";'~III;f!/!I!i~ I~'~'
9-Ji. >tv. ~
.IUlIt.
[K1
Circle K Midwest Division
Post office Box 347
. Columbus, Indiana 47202
Phona: 812-379-9227
rtMI'AI1lAIlIV q'l"j 'IRIlJ1II't1
The r8dp1e"of~ ma_ _1hlI1
CXlpI'rtghIlnthemo_ls~byIEI.and_
thslthe matortaIa conlsln prMIedgeolan<l conftdontiaI
Ilusl-.InloonalIon of lEI. _ir9Y.the rod1>Iont
_10 IUlaln _ mala1faIa In alrld_"", and
89"'" nollo__ malaMIoloany_
party and fwthar _ not 10..... "'Illoo at lha
malariall. The radplonl&gnl8S 10 usa the mala1faIa
only. lor lha IImIlod ~ 101_ IEl "'" mads Iha
mo\arlals............. and n>cIJ>Iant ag""'" 10 """'" aI
meter\.JllstD IEJ eftI'lBrUpofl D:I~ofth!:llntendlld
pu1'J)OIIe ot upon rhtJ request of IB, wtdcI'l!Mtf ~
ftfBt
lIJLIIIIIElli.
CIRCLE "KR
1230 S, RANGLlNE RD,
CARMEl, INDIANA
CIRCLE K STORE #2275
SCIIlf: " = 20'
DElllCINEDII't. GBM
CHaQllIl'l! OwF
DATE: 04117108
IlIlAI!lIIl'I! HwR
IlWI lIIOI(' NJA
FU _ 9760CK-DETAlLS
IIWIIli.DE:.
SITE
DETAILS
"B
I!:
M;
HELm.
C801
.T''';;''
!:HHL """",;::.: ,,'ii' .T': ./::::'U1,
L./'....,.:"'~:..\ . ;:c. : :...,,:..,' .,...
i.!.::: (:i"'''' I..,: "'. : c. .>
F :.:.> ..I//-;"'::i.
'.71 ':;;~~,.:. :~:.,
.:'.' ::~. " ;,:.>.
"('i J:":.;" I.)" ,J':.-,
.i '.- 1:,iT".C"
t, "...
p
..>:".::,.:---;:;.
, "-':...
:'Tn:.:.:.. ",'i..
'.'i,':::;"'. ,.'.." ,.:>,'., i': .'::
:...;;;;., 'i'J .,.
.:, ':::11 ill,"" ,
11-:,,'
Lr 1"II'lllh 11i-{(,
U'"I'r;.-,'... r',,',,:,:,::
, .,:, '''':',::
I':::';
'" "Y:,
";:'::'.::'.
,
."
':!:'\ .:
.
.:::':.: :",0':':::
---
:.
--
'::, ..
.- ':. ,'~:;:
"
--
:.:..'" '..
""':". ::
>:':': ""':' I,'?'\::,: '.. I '
" I".L~,~ I:
""~;':.:i':;
.~:-.t~"'.<"", ":1
, .. ,: ,:~'''"7' "''': I'
:',
:,:::, ,.:c:. ,,';' ,." -- :',""
.;.,\:__:.,..\.:i,.
)(;,:::: :
.. .~
.:.
,.,':,:.,:,::
. ., '-."~';~;::i
i::....
~ ':t'1
. .> """ r ""li, "':T
'.,.r,',
'.:,
'.:
........
.'.
.: '.,:' )'.1 .t: '.'
.,:. .n.. ,,>. "., ,......, .: '.
,,:. '.,",........ '-"":..<",:"-
'.. '
i:.. '.',.'
""..
., .
.
BICYCLE RACK DETAIL
35' VERTICAL STYLE ENVISOR
flD1PRINT
"Jf
v
""
.,
r-
-
-
.1
I
""
v
it
,',
35' VERTICAL STYLE ENVISlIR
SECTION
~I I
~ II
.-
-
f"XW-4" SIGN ON~"XW-7" SIGN ON .
PORTIUlLE SUPPORT 'PORTABlE SUPPORT D ....:B::::...B::. e- -
, -.. .(2.) a a III
f~~ -:f- ~ ,,~.U~~
DISTANCE DISTANCE
SPEED UloIlT
".P.H.
0-3D
0\tER 3D
INITIAL WARNING
DISTANCE
3DO'
!500'
BARRICADE GUIDE
SECONDARY
WARNING
DISTANCE
300'
!500'
TAPER
DlSTANCE
200'
200' (4)
a
a
INSP[CTION PlUG '\
(rtP,) A
~,-'
[.1,
INLET ~ ...L
::. l,
t -
,-v1
~-'J~
"J
BETWEDI
BARRICADES
30' (5)
3D' (5)
SECONDARY WARNlN~ INmAL WARNING
DISTANCE I DISTANCE l
~ ~3)
"'/:N-7" SIGN ON.--J "XW-4" SlGN~
PORTABlE SUPPORT PORTABlE SUPPORT
(2)
III
\. I AREA cw: CONSlRVC11ON !
LYEHla..E WITH (1l If THE SPEED IS ABOvt 40 M.P.H. TYPE 1, 'NPE
FlASSHING liGHT Dll:UM BARRICADES SHAll BE USED'FOR THE T~
OR ARROI\9OllRD DISTANCE AND FOR THE WoRK SITE PROlEC11ON. THE
OPTION IS TO REDUCE THE SPEED TO 35 ".P.H.
(2) IF THE SPEED UMIT IS MlOYE 3D Io4.P.H. A .flASHING
ARRO\\BOARO SHAll BE USED IN CONJUNClTDN WITH THE
FlAGllAN AT THE BEGlNNING'Of TAPER DISTANCE UNLESS
F1.ASHING ARROWllOARD ON 'lEH1a..E IS VISIBlE AT lLAST
\!500' IN ADVANCE or \IORl< !1m.
(3) INITIAl WARNING SlGI-I$ NOT REQUIRED If ftASHlNG UGHT
OR ARIlO\II9OARD IS VISIBlE TO ONCOlIING TRAmC 1500'
ADVANCE cw: \IORl< SITE.
(4) iNCREASE TAPER DISTANCE SO' FOR EACH ADDll10NAL
5 ".P.H. INCRfASE IN, SPEED OVER 30 ",P.H.
(~) MINIIMI Of' EIGHT CONES RfQIJIRm.
GAS TIGHT UD
WI LATCH FOR
PAlllOCl(\
. .
rl'1NISHED GIlAllE
... ... Ja I J
~\Y'
i
-
. ''"''-'-1 " ~
1 MIIIif-
PRECAST CONCRETE .
'I/~ (TYP.) .
. rUQIJI~ LEVEl
GREASE TRAP DETAIL
..
D4'
NlITE, The SO"l1ef\ Systefol shown CDI'I"l!spond$ 10 n typ/cnl construction of the Lnvlsar 35
VeMlcnlStyle. using flnt Rib "-'Is, ThIs ......ing Is i'ltended to Rl.u!rtl'nw gene....,
lllMnsIons of tile &wisor Systllft IhI!n ~Ilild on "" .Y~ Roof Top UnIt.
DlI'II!f1Slons tu'Id spedf'b.-lIons of the sys\efI cnn YilI')' ~ on the RTU's lllCl>tlon 10
eo.ch other nnd perforlltll'a ~rlstlcs, .
..
--
_,DrDIP',
35' VERTICAL SffiE ENVISllR
ELEVA ImN
_mm
rsav11
II4f
I!II
.... -
!IN'
ROOF SCREENING DETAIL
~l,J =- /r::;. ~ 0::.':""
I .' . ,; :" ~ . ---i"><24"04" COHC. N'RON
"'m.:..., ~1lT31';J II!!: I.. A .j4K4J:!1 \IEUlE]) 1m: FABRIC
;llii'ij.:,. rf"'l~ p.J.~"t:-:n...:.
lr -~ II':"" "".
ci: . l/(~r;: ~~N.
PlAN)
L...
,
~
l,1ll" flENO
45' (5" K 61 IllN. (1U.1Q!
llUlG. oIt lITIJTY PlN/)
6' BUlG. DIWN I!!N. i
.,j,SEl UTIUTY PI..AH) \---="L _I~
,,...., ,,""',
I "
~JPI>=II~I~ ''=I 1~1E=l11;;:J 1:':::::"'11""'1;:,
ClEANOUT TYPE I
Fr'
AO.aJS11NG RINGS .:' ", I
e" "IN, 18" W~ ~
~ci~-~ --< ' -
JOlN'fS :\-
C-47e PIlE-CAST - '.' ~_ ,0
CONe. RISER' .
CONe. FlLLET ','-?, ~ .
C-478 PRE-CAsT -ILL,..:.:; ~J+1";':"".~
COHC. BASE ~ 1()j0Cl(
OUT
Nom SEE STR. 'DATA TAllLE FOR
PIPE SIZE a: INVER'fS
t=I
r" .
COI.IP. .xllHT
ON SAN.. DNL Y
f---l
,"..1
Ij
I-
I---l
I..
~
'.\
i~
48",
EXCIl VA TION
UNE
~r<J
'- ~~ld
I r. '
1-1 I ~
I(.~"~.~, ~.,:,...JlY I 1D
L BASE TO BE SET ON "1 STON~
4" ON EARTH, e" IF ON ROCK
PIPE
!3
. Iif
," I>
CONe. FlLLET
Nom MANHOtE STEPS Sl-iAll BE I'OLYPROP'tIDIE. POL'I'PROP'tIDIE COATED
STm RElNF'ORClNG 011 AN APf'ROVED NON-coRIlOSIYE FlBERa.Ass
WA lERtAL THE COPOL Yl.lEil POLYPROPYlENE SHAU. MEET THE REClUIRDlEN'fS
OF AS1'liI 0-4101 REiNrORtEll WITH llEF'llRWED J!B INOl MiNlllUlI
DlAllETER RElNl'ORCING Slm CONFllIlllING TO THE RfQIJIREIoIEHTS or AS1lI A-e15
GRADE 80. NON-COATED CAsT IRON STEPS ARE NOT ACCEPTABLE.
MANHOLE TYPE "E"
i
ii!
~
~
~
N01t:
1/8 IlENG 'Ill IlE INSTAU..ED
AT lHIS POINT VlKN flO
IlEl'I.EC1IaoI 'Ill ~ mw. IS
REOl!RED
?
II)
bi "'YCOUlSDE GRAOE lRON~l!ODEL 1570
CAS11NO
~j. 4.1l24.04" CONe. APllClII
~: ..~ WElDED IIlRE
f~f' ~. ,eg~
# 'P""'=iiJI' ---:lJj:- 1-.rlI' P\IC PIP!; IIIN.
. V (WAlOl Ul1UTI' PlAN)
6' lWl
o
. ~ ""]], ,_Jc1/4 IlOIO
'lffl'E(e"K8"lIlN.) ~~~~~~iii~llTIrrh ~I~I~
=~jolt <> '-- T <-
~ ,,_ - ~J' ~~~~~)~
SECllON
PLAN
CLEAN OUT TYPE II
(NOT TO SCALE)
10
~
I
...
~oo>n
J ;'
1;
f'
~..'.
NOlES:
1) ENSUllE .I.U. LlICIlL HEALTH ANO
PLU..BlNG CODES ARE ADHERED TO.
2) VERIFY WITH LOCAl HEALTH DEPARTllENT
011 SIZE REQUIRDlENT or TANK.
3} IF TANK IS TO BE INSTAllED UNOE:R
A PAVED SURf'ACE A TRAmC BEARING
TRAP SHAll. BE ORDERED.
il EXCAVATE 1'-0" l.IdlGER .I.U.
AROUND TANK.
5} 3'("AX) COVER.
e) OUn.ET PIPE WUST BE VENTED IF "ORE
THAN 10' 1'll0ll \f)lTm BUILDlNC DRAIN
OR SEWER.
7) CLE.I.N OU'fS TO BE CAPPED WITH
P\oc GLUE ON FalALE ADAPlEIl.
e) CONCRE'Ii: PAD TO BE
..AllED W! _ 61C11-W2.9xW2.9
~,. ..~.~;--':': ~;~:".....
::r'
1000 GAL CONCRETE TANK
Ild
!'li
~~i
;I~
C" STONE DEP)TH
("'101)
FtOW
-=::--
pi
I
EDGE cw: PAVEJ.lEN~~'
CURB., GUTTER 011. 5' OR LESS
SI..ILAR STRUCTURE
IN THE PUBUC R/W
rIlIN.. 8" TOPSOIL
TO ENSURE
GRASS GROWTH
J:IE.J1IIElt.
E
8
~ .~
.~~ .g.~
~~.;;tgr
'T:I ,!:'l 0; a: ..c::
c: 8. .}, c:b.gJ
ur:2l!!~;:L~
-S! lB .!!! j::'j::' ~
Jjb;~Ea~
~
~
~~':"1k.~
PLAN
---I
'J5
o IX
t::J
~.-,~:.,~/r
-e" BORllOW OR EQlJIV. -... ~ ~ .:::. .' .:. :::~: ~
GRANULAR MATERIAL ........... . '.
OOWPACTED TO 95X ",,-:.~.~'::,:
~sP~ PllOCTOR '.:L-J.-- :.: I
.L:l- Be :..['''': Id
I
LEGEND
Be - OUTSIDE DlAllElER
o - INSIDE: D1AllETER
d - DEPTH cw: BEDDING
"AlERIA!. eaow PIPE
OEPlH OF BEDDING
loIATERIAl en ow PIP.
o (d)t.tIN.
27" a: SllAU.ER 3"
30" TO 50" 4"
118" a: l.ARCER e"
C>
c:
""
~
c:
.~~~~
S 'c ~ 5i
~~~~
g';!'T:I'01ii
~3~~
C)
t::
il-
L-
eI)
...., CD
-C:C
0)--
-- C) III
U)i-::U
.Ew.5
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
WllHlN 5' OF EDGE OF PAVEMENT
I
I
TEMPORARY CONSTRUCTION ENTRANCE DETAIL (HAMilTON CO,)
NO SCALE:
PROFILE
NOTE:
1. LOCA lION PER P\.AN.
2. SlONE SIZE SHALL COHI'ORI.l to AS1W 048
J. ~12vr~ W~ ok WASHlHG
AS IlEQl.IE$TUJ BY QOUNTY jQTY,
~1RANCE PM> AHIl SEIlIYENT DISPOSAL'MIfA tlEEl<LY NID N1ER STllRY E\€HTS OR HEAVY USE.
2. FlESIW'f:PM> ~ lEro€D FOR IllWIiAC;It NID RUNOfF lXlIl1llCL
3. T1lPORESS IlIlH CLEAN S1tINE ~ NWlED.
4. MlEDIAnEY R9IOYE llIJD NID SEDIlENT lRJic:l(E[) OR ll'j\SIoC ONTO PU8lJC IlOMS BY _ OR S'lEEf'Nl.
FllJSHlIIG 5HOl!LD ON!.. Y !II: usm If' 1HE WA 1tR IS ~ INTO ~ SEDIWENT 1RN' OR IIIISIH.
Il. REPAIR HlY 8AOl<EN IIOIID PAItIENT l~llY,
NOTFS'
1. All BEDDING a: INITIAl BACKF1U, SJiAU. Elf: INSTAllED
IN e" TO 12" BALANCED ur-rs.
2. A NINI"U" 9" cw: CLEARANCE SHAll BE PROVIDED ON
EAQi.SlDE OF THE INSTAlLED PIPE.
EDGE Of PAVEJ.IEN~~'
CURB, GUTTER 011 ,
SIItILAR STRUClIJRf: 5 OR LESS
IN THE PUBLIC R/W
;:..1101.. e" 1QPSOIL
TO ENSURE
GRASS GROWTH
=rz"fo~~-~,~~:.....
STANOARD PROCTOR
DENSITY. '1." '
~~~=E 011-': .:
CLASS I 8EOIlING MAlERIAL 1>-:-....
~~D~~ORWALKED ~~:.:-:: '.80:..[.:..:
LEGEND
Be - OUTSIDE DlAlIETER
o - INSIDE D1AllElER
d - DEPTH cw: BEDOlNG
"A lERIAL BaOW PIPE
. . ~ I~
).".i." I
14"
1
NO'TFS:
1. AU. BEDDING a: INI11AL 8ACKFIU, SHALL BE INSTId..LED
IN e"' TO 12" II.6.I.ANCED UFTS.
2. A "'N'''U'' 9" Cl.EARANCE SH1d.L BE PROVIDED ON EAOl
SIDE cw: THE INSTAlLED PIPE.
PLASTIC PIPE (PVC & HOPE) TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
. --:.: :.~; ~ ':':, >~.:. ~~ :..~: ..
. .~ 1\" ~. '". . . .:::..... I .~_ .
=f
,."; ~ ':':'~:::'.;'~:.~~~.<~..::,::.~:.; '.' :".
~
\. COllPACTED
STONE TO "ATCH
BOTTllloI or
PA VEllENT SECTION
CORNER CHAllrER
1) COUAR TO SLOPE MTH PAVEJ.lENT GRADE PER PlANS
2) 400D PSI, IdR ENTRldNED CONC W! WWI' exe-e!e
CONCRETE INLET COLLAR
::;-
BURIED FA8RI_
COllP ACTED flU, I .
. rr~
OVERFLOW LEVEl SET TO
PIlE'iENT BY_PASS,. Fto.....w
BURIED FAlIRIC,
~AOl \ 1;.,
"""~ ....">$.l:
2X4 IN. WOOD FRAIoIE
~I~i\ ~l-
~
'fff :I
I '"
II
V_
Ii
II
U
~
1. INSPECT THE rA8Rlc BARRIER AI'TER S1llRll EVENTS, ANO WAKE NEEDED
Ra'ARIS l..filIATELY.
2. REllOYE SEOIItENT I'llOW THE POoL AREA TO PROVIDE STCIIlACE FOR THE
NEXT STllRll, "VOID DAllAGlNG OR UNDERCUTTING THE FAlIRIC DURING
SEOIIIENT RElolOVAL
3. 'MjEN THE CONTRUlUTING DRAINAGE AREA HAS BEEN STAllUZED RDlOYE
AND PROPER\. Y DiSPOSE cw: .I.U. CONSTRUCTION ..AlERtAL AND SEOIllENT,
ClRAOE THE AREA TO THEELEVATIOI/ Of THE TOP OF THE INLET, THEN
STA8IUZE.
FABRIC DROP INLET PROTECTION
FABRIC - ~~:............ r~OST SPACED i!!
/ e' O.e. :I
"~ ~AC\ .,
iWj II~.&'~ /~ 111rf!#T' Z
'1/-1'" ~ 111_' :i
Ex. SUBGRADET- --:!..:.f-Lj II ~
---=;:illmlJ ,
~
1. INSPECT THE SILT FENCE PERlOOICAll Y AND AFTER EACH STORll E'mIT.
2. Ir FENCE rAIIRlC TEARS, STARTS TO DECOlIPOSE, OR IN ANY WAY BECOllES
INEFFECTIVE. REPLACE THE AffECTED PORnON I....EDIA TEL Y.
3. RElIOYE PrPOSITED SEOI..ENT 'llHEH IT REAOlES HALF THE HEIGHT cw: THE
FENce; AT I'fSLD\\EST POINT OR IS CAUSING THE rAIIRlC'ro BULGE.
4. TAKE CARE TO ~VOID UNDERIIINING THE FENCE DURING CLE.I.N OOT.
5. AFTER THE CONTRIBUTING IlAAfN~CE AREA HAS BEEN STAlIIUZED, RalOvt
THE FENCE AND SEOI..ENT DEPOSITS, BRlNG THE D1STIJRBED AREA TO CRAllE.
ANDSTAlIIUZE.
SEDIMENT CONTROL FENCE
~~
NO. DAre
REVISION DESCRIl'TION
~,,~,,\\"Iy: ~t "';"'/I,~
~~~'flil<$;
(~(9~~6 ):)
~"'''''./rIJ.P,.~{€:"
;"~lfj!Otii.C ~"~
""'mllll'\\
~'rtv,~
AIlm.
[&l
Circle K Midwest Division
Post office Bel( 347
Columbus, Indiana 47202
Phone: 812.379--9227
~nY ftln:NRf'll!
_"""_01_ "",_.-ndo_
oopyrighlln .....,..,..,.... ~ _by lEI. """ _,
thai the mate.rl8l!i contaln prWIedood 8I"I(j lXJf'JftdonUaj
buoln... -...tlon of lEI. -inlW, iho .-.clpIonl
sgfMS ~ retain 1:heIa msiarlallln sbid confIdenca aod
agnoeoooltc_lhos8l1lBl1riBl1lo81rfOll1or
party and "uth..- ag.- not b> IMlo!o oopjeo of u..
mateI1aIs. Tho IKipIont _ b> UIIO !he mate<1aI9
anlylOr!helinftedpulpOOlOlOr_lElh01""""'....
rnalo<1IllIDvailllblo, and rocIjlIont_lllmumlll
mateI1aIs III IEI_, upon aomplotlon at...._od
pu1pC.lG(l arupon tb81'8C1~ofIEl. wh.IchfH8l"COITlDI
nrut.
liIE.1iIIIDl
CIRCLE Air
1230 S, RANGLlNE RD,
CARMEL, INDIANA
CIRClE K STORE #2275
SCNJ:: 1" = 20' IllI.1f: 04117108
lIESQID EI'I'l GBM 10R.IllII EI'I'l HwR
QIaI8IIl'f. DWF I AIlJI 1lOOJ' N1A
lIE IIIiIIE 9760CK.OETAlLS
IIIB..m.
SITE
DETAILS
,..I
II
'11i
HEI..1Ill.
CB02
GENERAL NOlES
1. FlUER TO THE INPlANA OEPARThlENT OF TRANSPORTATION (fNDOl) STANDARD
SPEClFlCA liONS, LA TEST millON, fOR BASIC WA TtRlAlS AND, ta'{STRUC1ION
hlElHOOS. tHE SEClIONS BEl.OW FOR VARIOUS Im.lS ARE TO ClARIFY lHE IH1DIT
OF tHE REQU1REMENlS FOR 11flS PllO.ECT. PlEASE NOTE THAT OTHER SEC1IONS OF
THE INOOT STANDARD SPEClFlCA liONS MAY ALSO BE APPtlCAIll.E.
2. CONTRACTORs SHAlL CHECK WITH, ENGINEER PftlOR 10 START OF CONSTRUCTION 10
VERIFY DATE OF I'tANS. MINOR CHANGES hlA Y BE liWlE If All. RE'AE'MNG AGENCY
APl'ROVAUi ARE N(lT GRANTED IlEfCRE BIDDING. CHANGES IN COST SHALL BE
NEOOlIAlED PRIOR 10 PHYSICAL CONSTRUCTION AND BASED ON UNIT PRla:s
SUBMITTED ON lHE lXtlTRACT.
3. CONTRACTORS SHAlL CONTACT ALL UllUTY C(lNPANlES TO lOCATE AU. IAAlNS,
CONOUITs, SERVICE UHEs. ETC. IN THE AFFEcTED lXtlSTRUC1IClHAREA
EXlSllNG II11UTY STRUClURES ARE SHOMI HERE IN ACCORDANCE WllH AVAILABLE
INfORIAAllON. THE LOCAllON AND PROTECllON OF UlIUTY SlRUClURESAND
FAClUlIEs. 1HfJR SUPPORT AND WAlNlENANCE DURING CONSTRUCTION
(IN ClXHRATION \\11TH APPlICABLE U1UJlY). IS lHE,EXPRESSED
RESPONSBlUTY OF lHE CONTRACTOR IN THE PERFORtoIANCE OF lHE CONTRACT
AND IN PREPARAllON OF lHE BID.
4. BAa<f1LL AROUND ALL SlRUClURES AND IN ALL TRENCHES ElEHEA1H PAVED AREAS
SHALL BE COI.lPACTED GRANIJl.AR IAA TtRlAL IN ACCORDANCE W11H INOOT SECllON 211.
ll. FlU. WA1tRl'-l. SHALL C<>>lSlST OF ENml OBTAINED FROt.l 'CUT AREAs, BORROW
PITS OR, OlliER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC hlATTER
AAD OlHER DElETERlOUS SUSSTAACES ANDLARCE ROCkS. THE FILL IolATtRlAL SHALL
BE PLACED IN LAYERS NOT TO EXCEED sue INCHES RlUD'MNG CONPAC1ION, PROPER
MaSTURE CONIDlT OF FlU. MATERI'-I. WI.L BE SUCH TO ACHIEVE SPECIFIED
COI.lPACllON DENSITY. ALL ftU. BENEAlH PAVED AREAs, FLOOR SLABS AND FUlIJRE
BUILDINGS SHALL BE COWPACTED 10 AT utAST 99 OF lHE WAXlIAIN DRY DDISITY
PEll AS1U 0.;:, !lS7.
FlELD COIolPAClION TEST SHALL BE RUN ON EACH UfT. IN FlLL SECllONS, AND
M REQUIRED COlIf>ACTION ON EACH UFT SHALL BE ATTAINED PRIOR TO PLACING
'tHE NEXT LFT. COIAPAC1ION 1ES1S SHALL BE IN ACCORDANCE \IiIlH INDOT
SEClll>>I 211.
a.EARING AND GRUBBING
1. CUARlNG AND GRUBBING SHALL CONSl:ST OF CUTllNG, REIolO\llNG AND SAllSFACnlRY
DISPOSING OF ALL' 'IREES, ,OOVlNED 1!I.IIBER, BRUSH, PRO.ECTING ROOTs, SlIJWPs.
RlJiIIlISH. BOULDERS. BROKEN CON~ FENCING (AS llESll;HATED), AND OTHER
MAmIlAL 1>>1 THE PRO.ECT SITE ANDWllHlN lHE BOUNDARY AS SHOVlN ON lHE
CONSlRUCllON DOCUWENlS AND/OR AS DESIGNATED BY "CONSlRUCllI>>I Ul/IITS".
2. ALL "UNslJITAaL MATtRl'-l." FRQ,lCl.EARlNO OPERAllONS SHALL BEREIolO\<ED TO
~=SI~~':':; ~A:~A~~v" ~~ PI'- SHAll. BE
3. WATERI'-LS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPRO\lli:D BY 'tHE LOCAL
FIRE MARSHAL..
'fREE RENOVAL "'NO PROTECll~
1. TREES SHAU. BE REMOVED F'ROlI lHE PROJECT I>>IL Y WHERE lHE MfEA IS TO BE
OCCUPIED BY ROAD AND SURfACED AREAS.
2. TREES SHALL BE REWO\o!Il FRCII.l THE PROJECT SITE' AS DIRECTED BY lHE DEVELOPER.
3. TREES SHALL BE REMO\<ED FROM lHE PRo.JECT SITE WHERE lHEY I\llERfERE DIRECTLY
\\l'tH 'tHE PLACENENT OF STORM OR SANITARY SEWERS, AND lHAT SUCH EXCAVAlll>>I
IS OR WILL BE fA T'-I. TO SUDl AO.IACENT TREES.
4. tHE CONTRACTOR SHALL ENDEAYDR TO SA'o'EAND PROTECT 1REES OF VAI.UE AND
'M:lRlH WHICH 00 NDT IMPAIR CONSTRUCllON Of IIIPROVDlENlS AS llESlGNAlED.
IN 'tHE EWHT CUT OR FlLL EXCEEDS 0.5 FET O~ THE ROOT AREA. 'tHE
DE'otLOPER SHALL BE CONSULlED .lH RESPECT TO PROlECll'o'E MEASURES 10 BE
TAKEN, If ANY, 10 PRESERVE SUCH TREES.
a. 'IllE CONTRACTOR ,SHALL BE RESI"ttlstBLE FOR DE1iRWINING 'IllE METHOD FOR
PROTECTION OF lOPs, lRUNKS AND ROOlS OF EXISl1NG TREES ON lHE PROJECT SITE
tHAT ARE TO REMAIN. EXlSllNG lREES SUs.JECT TO CONSlRUCllON DAMAGE SHALL
BE BOXED, FENCED OR OlHER MATERIAL AND EQUIPWENT SHALL NOT BE STOO<PlLED
OR STORED YIIlHlN THE SPREAD OF BRANCHEs. BRANCHES WHIQl NEED TO BE
RaIO'G OR ARE IlRa<EN SHALL BE NEATLYTRlMWED AND SCARS SHALL BE COVERED
\IiIlH TREE PAINT.
STRIPPING Of' TOPSOIL
1. THE CONlRACnlR SHALL VERIFY lHA T ALL TOPSOd. HAS BEEN REMOVED IN lHE AREAS
TO BE OCCUPIED BY ROAD, WALKS AND llESlGNAlED BUILDING AREAS. TOPSaL
SHALL BE REMOVED TO A DEPTH Of SIX (8) INCHES OR DEEPER, IF NECESSARY. TO
RENOVE,QRGANIC IlATTER 'IIlOE REQUIRED.
2. TOPSOIL SHALL BE KEPT SEPARAlED FROId SUITABLE FlL hlATERlALS AND SHALL NOT
BE USED AS FILL UNDER PAVEIotENT, BUILDING AREAS ANO/OR FVlIJRE STRUCTURAl..
AREAS.
3. TOPSOIL SHALL BE STORED AT A LOCAllON \IlHERE IT DOES NOT INlERfERE WllH
CONS1R\JCllON OPERATIONS. EXCESS TOPSOIL SHALL BE 'REMOVED FROlI tHE SllE.
4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES.
PAVEMENT CONS'fRUCl1ON
1. 'tHE INDIANA DEPARNENT Of TRANSPQRTAllON STANDARD SPECflCAnONS LATEST EDllION
SHALL APPLY TO WORKWANSHIP AND IAA 1ERIAI.S IN CONS1RUCllON OF SUBGRAllE,
PA\9IENT, CURBS AND WAU<s.
Q. PREPARE lKE ,SlJBGRAIlE IN ACCORDANCE .lH INOOT SECllON 207. NO lRAfF1C
\\IU. BE PERIOTTED ON 1HE PREPARED SUBGRADE: PRIOR ro PA'otNG.
b. BlllJlIINOUSPA'vDIEl'lT IN AccawANCE .lH INOOT SECllON .f03.
Co FlNlSlilNG EARlH GRADED SHOULDERS, DITCHES AND Sl.OPES IN ACCORDANCE
WllH INDOT SECllON 208.
CONCRETE CURB AND WALKS
1. SEE DETAIL SHEET FOR TYPE AND DETAILS.
2. CONalrn SHALL BE READY MIllED PORTLAND CENENT AND WATER CONF'OllNING 10
A.S.UI C-l50. AGGREGATES SHALL CONF'ORM TO A.S.T.IA. <:-33. COIIIPRESSl'o'E
SlRDlGlH OF CONCRETE AT 2B OAYS SHALL BE 4000 P.S.I. \\'HERE REQUIRED,
RElNF'ORCEIoIENT SHAU. BE WElDED STEEL YllRE FABRIC CONf'ClRWING TO ,,-s. HI.
A-l85.
3. AU. e:xn:RIOR CONalrn SHALL CONTAIN ;m TO 6. AIR ENTRAINMENT.
4. APPUCAllON
a. PLACE CONalrn ONLY ON A 1l00ST. COI.lPACT SUBGRADE OR BASE FREE FROId
LOOSE IlATERlAL PLACE NO CONCRETE 1>>1 hlUDDY OR FROZEN SUBGRADE IN
ACOOROANCE IlllH INDOT SECTION, 804 AND 805.
b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS U111.E REHANDUNG AS
PRACllCAL WHEN CONCRETE IS TO BE PLACED AT AN AThlOSPHERlC
1E1lPERAlURE OF Jll DEGREES f OR LESs, PARAGRAPH 702.10 OF lHE INDOT
SPECFlCAllClHS SHALL APPl.Y.
Co EXCEPT AS OlHERWlSE SPEClFlED, CURE ALL CONalElE BY ONE Of' tHE MElHODS
DESCRIBED IN INOOT SECllON !501.17.
ll. TOP OF CAStING EUVAllONS REn:R TO lKE CAStING'S RIM OR TOP OF CURB. lHE
CURB CONTRACTOR SHALL INSURE tHAT CURB INLET CAStINGS ARE SET A PROPER
EUVAllON PRIOR TO lXtlSlRUC1ION Of' AO.lACENT CURB.
DEt.4OUll ON
1. lHE CONTRACTOR SHALL EXCAVA'IE, DEhlOUSH, REJ.l0'o'E AND DISPOSE OF lHE DEBRIS
FROM lHE N1EAS SHQMl ON 1llE SITE DEVEl.lRlENT PlAN.
a. BUILDING WALLS.
b. FOUNDA 1l1>>lS.
e. PAVEIlENT (CONCRETE. ASPHALT AND 1lRfQ().
d. CONalElE SlAIIS.
2. ALL WA TERIAL AS A RESULT OF lHE GENERAL DEhlOUllON SHALL BE lKE PROPERTY
OF lHE CONTRACTOR. THE CONTRACTOR'S WWP SUM BID PRICE fOR lKE DEYOUllON
SHAlL. TAKE INTO ACCOUNT lKE SAlVAGEAIll.E VALUE OF MATERIALS AND SAID BID
PRICE SHALL REFlECT SAID SA \liNGS.
3. lHE CONTRACTOR SHALL BE REQUIRED TO DEYOUSH AND REIIO'IiE DESI,..." TED
FOUNDAllON WALLS, RETAlNINC WALLS, CURBING, CONalElE SLABS, PAVING, TANKS,
STRUClURES, PIPES, MANHOLES AS SHQ\!lN ON 1liE CONTRACT DOCUIAENTS. ALL
'EXISllNG BASalENT F1..lX1R SLABS tHAT ARE NOT RaoIOVEDSHALL BE,ElRa<EH UP
SUfFICIENTLY TO PERMIT DRAINAGE Tl/ROUGH lHE SLAB. ALL EXIS1lHG BASlEIotENT
WALLs, FOUNDATIONS, F1..lX1R SLABs. AND ETC. SHALL BE RElIOVED TO ANELEVAllON
SlJQl lHAT 1HEY \\I.L NOT SUPPORT PRClPOSEI) FLOOR SLABS OR _ PAVDlENTS.
4, lHE CONTRACTOR SHALL OBTAIN ,FROM lHE CITY OF CARIlEl. AND AU. OTHER
Af'P1JCA8l.E GOVERNlolENTAL AlJtHORlllEs, NECESSARY PERIolITS REQUIRED, A COPY
OF SUCH PPlIoIITS TO BE fURNISHED TO lHE O\llllER PRIOR TO CClWWEHCENENT OF ANY
WORK REllUlRED HEREIN.lHE CONTRACTOR SHALL FURlHER FURNISH TO 1HE OWNER
PROOF lHAT HE HAS COIIIPlJED W1lH tHE PRO'.'ISlONS OF lHE MUNICPAL alOE OF
CARMEL. INDIANA.
UllUllES
1. ALL WATER UNES FROM CARMEl. WATER CClWPANYMAlN 10 ANY LOT SHALL BE
INSTALU:Il OF MATtRlAL AND 'IIORIQIANSHlP AS APPRO\<ED WllH lHE CARIoIEl.
WATER COWPAHY.
2. CONDUlT SHALL BE REQUIRED fOR ALL ElEClRICAl AAD TELEPHONE UNES UNDER
PA \o!II AREAS.
3. OOIolPAClID GRANULAR BAa<FlLL StlALL BE REQUIRED fOR ALL CROSSINGS Of' PAVED
AREAS PER INDIAHAPOUS DEPARThlENT OF TRANSPORTAnON SPEClFlCAllONS.
4. llIE CONTRACTOR SHALL F\IRNlSH tHE IlE1IR PlT(.) OF lHE T1'f>E AS SHOVlN 1>>1 1HE
CON11IACT PlANS AND SHALL INSTALL THE hlETER (WHICH SHALL BE F\IRNISHED BY
lHE CARMEL WATER Ca.tPAN\') ALONg WlK ALL NECESSARY
QUIa<-DlSCONNECTS, VALVES AND APPUR19IANa:s. lHlS COST SHALL 'BE fNa.LIDED
IN 1HE BID AUOUNT FOR WATER UHEs.
SANITARY SEWER SPEClFlCAl10NS
1. STANDARDS SPEClFlCAnONs OF 'tHE CITY OF CARIoIEL. INDIANA DEPARThIENT
OF lRANSPORTAllON, INDIANA DEPARThlENT OF ENVlRONhlENT'-I. MANAGDlENT AND
CARMEL DEP ARThlENT Of' PUBUC WORKS SHALL n>f'L Y FOR ALL WORK AND
MAlERlALS. PIPE SHALL BE INSTALLED IN ACCORDANCE 'MlH INOOT SECTION 115,
ASThI AND MAHUf'AClIJRER SPEClFlCAllONS.
2. SANITARY SEYlER PIPE SHAll. BE PVC TYPE 1. CONFCRI.IING TO ASThI D-3034 OR
PVC IN ACCORDANCE WTH ASThI D-J0.54 ,(5.DA J5) AND,ASN 2321. JOINTS FOR
P.V.c. SHALL BE COWPRESSlON TYPE FI.DCIBLE GASKETEIl JOINTS.
3. ALL SANITARY SEYlER MANHOUES SHALL BE "pRECAST CONCRElE" MANHOLES IN
ACCORDANCE WITH ASThI <:-478 AND 720. MANHOLE SECllONS SHALL HA'o'E KENT SEAL
AND "0" RlNC T'tPE GASl<ETS WliIQl SHAll. CONFORIot TO AS1IA D-#3. BACK
PLASlERlNG OF AO.AJSlING RINGS IS REQUIRED.
4. tHE TYPE OF NEW IoIAHHOLE CAStING AND CO~SHALL BE NEENAH R-I712-B-SP.
ll. lHE CAS1lNG EUVAllONS ARE SET BY PlAN. HOWE'lD'l. lHE CAS1INGS ARE TO BE
AD.AJS1ED IN THE FIELD BY '!HE ENGINEER OR HIS REPRESENTA 11'o'E SIiOULD A
DISCREPANCY OCCUR BETWEEN PlAN GRADE AND EXISllNG GRADE.
e. NEW MANHOLE RING AND COlIER SHALL BE IHSTAI.LED TO ESTASUSHED DRAllE.
7. BACKI'1ll. AROUND ALL S1RlIC1URES AND ALL CUlS UNDER PAVED AREAS WllH
OOIolPAClID GRANULAR MATERIAl.. TRENCH OPENINGS WllHlN 5 FET Of PAVED
ROADWAYS SHAlL. BE BAC<F1llED WllH COWPAClID GRANULAR MATERIAL IN
ACCORDANCE WllH INDOT SECTION 211.
8. THE Cl>>ITRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 1HA T ALL STATE
HIGHWA'IS. QTY AND COUNTY PERMITS HA~ BE9I OBTAINED BY DEYEL.Of'ER PRIOR ,
TO START OF CONSTRUCTION.
9. lHE CONTRACTOR SHALL BE REQUIRED TO FURNISH 'tHE ENGINEER WllH A SET OF
PRINts, IlAlll(ED IN RED PEN~ SHOVlING AC1\lAL SEIlER lOCATIONS AND IN~lS
TO fNa.UDE LA 1ERAL lOCA liONS, DEPlH AND LENGtHs. SUQl. AS-'BUIL 1" PRINTS
IlUST BE RECEIVED BY lHE ENGINEER BEFORE 1HE FINAL CONTRACT PA'r\lENT CAN BE
AUlHORlZED. lHE SANITARY SEWER LATERAL AND SlUB TERIolINAlIONS SHALL BE
INDICATED BY A ..AGHEllC TAPE LOCATOR PLACED AT tHE END OF EACH LAlERAl...
10. ALL SANITARY SEWER UNES UPl>>I COIotPLE1lON WILL BE REQUIRED TO PASS A LOW
PRESSURE AIR TEST, UNLESS OTHERWISE OIREClID BY ENGINEER. SAID TEST
5HALL BE CONCUClID ACCORDING TO TENSTAltS STANDARDS. INDIANA OEPAR'lWENT
OF ENVIRONMENTAL MANAGEMENT AND CARIlEL MPARThIEHT OF PVBLJC WORKS
AND SHAll. ee:',WllNESSED BY AN ENGINEER. lNFlLTRAllON UNOER lEST SHAU. NOT
EXCEED 100 GAI.LIlHS PER INCH Of' INSIDE aAWETER OF 'SE'AEJl PIPE PER WILE Of
SEYlER IN 24 HOURS AND INa.lJSI'o'E OF ALL APPURTANCES WllHlN THE SECllllfl
BEING TESTED SUCH AS IlANHOLES, HOUSE CONNECllONS, Ell:.
11. DEFlECllON 1ESTS SHALL Ell:: PERFORWED ON ALL 0flEXIl3LE PIPE AF1EFl lHE FINAL
BAOOlU. HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A
VERllCAl. DEFtECllClN OF ,9 (~E FOLLOWING ARE CONSIDERED NON-FlEXIBLE
PIPES: CONCRETE PIPE. CUC11LE IRON PIPE. CAST IRON PIPE AND ASBESTOS
CENENT PIPE).
12. ALL lESTING SHALL BE CERllFlED BY A PROFESSlON'-I. ENGINEER.
13. 1HE ENDS OF LAlERALS ARE TO BE PLUGGED liGHT YIIlH a.AY OR PLASllC DISC
OR eN' eN'ABLE OF WITHSTANDING A LOW PRESSURE AIR lEST WllHOUr LEAKAGE.
14. ClASS C IlEDOIHG AS DESCRIBED IN ASThI C-12-74 (ANSI A 108.2) OR AS<: IIOP NO.
:r7 SHALL BE USED, EXCEPT \\HERE SPEaF1ED OtHERWISE.
11'. WATER AND SEWER UNE alOSSINGS AND SEPARAlIClNS SHALL BE IN ACCORDANCE
WlH TEN STATES STANDARDS AS SHOWN ON lHE DETAIL SH,EET.
18. TRENCH SHAll. BE Cf'fNED SUfFlClENTLY AHEAD OF PIPE LA'1'ING 10 RE\UIL
OBSTRUCTIONS, AND SHALL BE PROPERLY PROTEClED AND/OR BARRICADED WHEN
LEfT UNATTENDED.
17. ALTERNATE PRESSlJRE PIPE hI",TERlAL SHALL BE POLY-VlN'/\. CHLORIDE PLASlIC
PIPE WllH A STANOAAO DlIlENSlClN RAllO OF SDR 21 OR AWWA <:-900 \!;IlH A SDR
:.~~ AN~BE~~~~~:~~N~f =
PIPE SHALL BE SUITAflLE FOR USE AT 1HE IlAlGW\J1I HYDROSTAllC \QlI(]NG
PRESSURE IDENllFlED ABO'o'E. AT 73 DEGREES f. ALL PIPE SHALL, MEET THE
REQUIR!NENTS AS SET FORTH IN ASThI D-2241. 'MlH lHE STANDARD DIMENSION
RAllO IDENllFlED ABOVE AND SHALL BEAR lHE MAllONAL SANITAllON FOUNDAllON
(N.S.F.) SEAL Of' APPROVAL FOR POTABtE WATER PIPE. PROVISIONS SHALL BE
MADE FOR ElG'ANSlON AND CONTRACllON AT EAQl JaNT WlH A RUBBER RING,
AND INlEGRAL lHtCKENED BEll. AS P ART OF EACH JOINT. PIPE AND FlTllNGS
SiALL BE ASsaIlft.ED WllH A NON-1OXlC W8RlCANT, STANDARD LA Y1NC LENGTHS
SHALL BE 20 f'EET PUIS OR WINUS 1 INCH.
I B. SANITARY SEWm CONSTRUCllON WILL NOT BE ALLOYiED 10 COWMENCE UNllL
A VAUD 330 lAC 3.1 (SPC-15) IS OBTAINED (VltlEN REQUIRED).
19. 1HE MINJ,lUW CElL CI.ASSlFlCAllON FOR P.V.c. PIPE SHALL BE 12454-B OR
12~
20. lHE FLOW QlANNELS FOR '!HE SANITARY SE\\ER IlANHOLES SHALL BE U-SHAl'ED
WIlli lHE tHE BENalWALLS EXTENDING TO lHE CROWIl Of' M INCOMING AND
AND OUlGOlNG PIPES.
STORM SEWER SPECIfiCATIONS
1. STANDARD SPECFlCA liONS OF lHE CITY OF CARl.IEl. AND INDIANA OEPAR'holENT
Of' lRANSPORTA11ON SHALL APPLY FOR ALL WORK AND 'hlATtRlALS. PIPE SHAll. BE
INSTALLED IN ACCORDANCE WITH INDOT SECllON 715-
2. AU. REINfORCED CONCRETE S1'ORIol SEWER PIPE (RCP) SHAU. CONfORlot TO ASTW
DESlGNAlll>>I <:-78 CLASS In. ALL HEUCALLY CORRUGATED STEEL PIPE (HCSP)
SHAI.I. CONFORIl MSHTO W3B. 18 SAUCE IN ACCORDANCE WllH INOOT SECllON 907.
3. BAa<f1LL ,AROUND ALL STRUCl\JRES AND CUlS UNDER PA\e> AREAS WllH COIo!PAClED
llAAN1JLAR IlATERlAL IN ACCORDANCE WITH INOOT SECllON 2l.1 AND 715. -
... SEE STANDARD DETAIL SHEET fOR CONSTRUCllDN D1l.!ENSlONS OF STORll, STRUcnJRES.
MANHOLE, INLEni AND CATai BASINS SHALL BE IN ACCORDANCE WllH INDOT SECTION
720. PRECAST CONCIETE ANOS1EEL FOR MANHOLES AND INLEni SHALL II[ IN
ACCORDANCE WllH ASThI <:-478.
5. STORM SEWER DISCHARGE AREAS AND INVERTS AIlE TENTAlI'o'E AND ARE SUUCT TO
FIELD WODIFICATIONS BY lHE ENGINEER OR HIS Re>RESENTAll'iE. '!HE lXtlTRACTOR
WIll. BE ,RElhlBURSED FOR ANY ADOlllONAL LABOR AND IlATERlALS NECESSARY TO
COIotPILtE ANY MOOlFlCA liONS ACCORDING ro lHE UNIT PRICES SUBlotITTED BY lHE
CONTRACTOR OR THE CONTRACT ANOUNT.
e. tHE CONTRACTOR S1iAll. PROVIDE AT utAST 2' OF COVER O~ ALL STORI.l SEWERS,
UNlESS OlKERI'IlSE INDICATED BY PlANs,
7. ~~. SI~i'~~O:s ~hI~PR~ 1(:~:i t::2rs ~~~ORAN~W~~~MGU~~
ONLY. ACl\JAL BEST PLACOlENT OF RlPRAP SHAll. BE DElERIotlNID BY fiELD
CONDlllONS AND SHAU. BE IN ACCORDANCE WllH INOOT SECllON 818.
B. ALL DRAINAGE PIPE AND DlTai OUTFALLS TO RECEIVING STREAMS SHAU. BE
CONSTRUCTED IN ACCORDANCE W1lH DRAWINGs, SUB.ECT HD~. TO ANY
1l000FlCAllON REQUIRED BY 1HE ENClNEER AT '!HE TIllE INSTAl.LAllClN IS
COI.IPIiTED' AND TO ANY AlllJSTlAENTS NEEDED fOR FlELD CONDlllONS NOT
ADEQUAtELy AN11al' A lED BY lHE DESIGN DRAWING.
8. CASllNGS S1iALL BE AS SHOWN ON IlUAlL SHEET FOR WANUFAClIJRER, TYPE AND
NUIolBER. ALL CASllNGS SHALL- BE NEDlAH OR EAST JORDAN APPRO\lm EQUAL.
SOIL EROSION CON'fROL SUMMARY
1. CONTRACTOR SHALL INSTALL SEDIIlENT TRAPS AND STRAW BALE FlL lERS AS SHOWll.
2. MASS GRADE THE SITE (SIDES OF SWALES. IlOUNDS AND PONDS TO BE SODDED OR
SEEDED AND WULCHED IMIImlA tEL Y UPl>>I COIolPl.E11I>>1). TEMPORARY SEEDING S1iALL
BE REOll'lldENDED FOR ALL SWALES AND DlSlIJRBED AREAS THAT CANNOT BE F1NAL -
SEEDED YIIlHlN A liME PERIOD llIAT WILL PRE'o'ENT SOl. EROSION, FOR lEMPORARY
SEmtNG lHE'Cl>>ITRAClOR SHALL II11UZE A FAST GROYIING SEED OF EITHER OATs,
ANNUAL RYEGRASs. WHEAT OR RYEOEPENDlNG UPl>>I llhlE Of' YEAR. DlSlIJRBED
AREAS SHOULD BE KEPT TO A MINIMUM AT ALL 111dES.
J. CONTRACTOR SHALL CONlROL IlUD ACCU1olULAllON ON ALL STREETS SURROUNDING tHE
PROJECT BY IHSTALUNG STONE SURFACE AT AI.I. lOCAlla>lS WHERE C<>>lSlRUC111>>1
TRAFFIC LEAI/IES lHE SITE. DUST SHALL BE KEPT TO 'A IllNlllUIA BY UllUZlNG
SPRINKLING, CALClUIol CHl.ORlDE. 'o'EIJETAlI'o'E CO'e. SPRAY ON ADOIllVES OR
OlHER APPROVED !-lEn/ODS.
4. IlAlNTAIN All. FILlERS AND TRAPS DURING CONSTRlJC11ON TO PREVENT ANY
BLOa<AGES FRaIl ACClIllIULA TED SEDlIIENT. ADDIllON'-I. SEEDING AND STRAW
BALES MAY l3E REQUIRED CURING CONSTRUCl1ON AS SPEClF1ED BY ENGINEER OR
SOIL CONSERVA 111>>1 SERVICE. R1PllAP SHALL BE PLACED IN AREAS OF HIGH
~TY SlREAIIl FLOW (1lINlhlUll SZE 1/3 CU.fT.). PA'Y\IENT FOR ADOIlIONAL
STRAW BALES AND RlPRAP NOT SHO\llll ON PlANS AND SEEDING SHALL BE 1>>1 A UNIT
BASIS.
5. CONTRACTOR SHALL INSTALL ALL sn:lRN SEYlER INLET FILlERS AS STORIl SEYlER
SYSTEW IS INSTALLED.
8. ALL PROPOSED STREET AREAS ro BE PA \<ED AS SOON AS POSSIBLE AFTER SlJBGRAIlE
IS PREPARED.
7. CONTRACTOR SHALL RalO'o'E ALL lEMPORARY EROSION AND SEDtIlENT CONTROLS ONLY
YlHEN THERE IS A SUrnCENT GROWTH Of' GROUND COVER TO ~T FURTHER
EROSION.
&. AI.I. SWALES SHALL' BE SEEDED IIolWEDlA TEL '1' AF1EFl FINAL GRADING.
SEEDING SPEClFlCAllONS
1. s:~/r~A~~T~A~~~~1 ~~~~5T~~CE~
PER ACRE:
25 LBS. !<ENlIJCI<Y 31 FESQIJE
15 LBS. !<ENTUCK'f BUJE GRASS
1000 LBS. 12-12-12 fERllUZER
3000 LBS. MULCH (STRAw)
2. If GRADES ARE ESTABUSHED BEtWEEN MAY 15 AND AUGUST 10. A lEMPORARY
SEEDING CONSISTING OF 40 lBS. OF ANNUAL RYEGRASSSHALL BE PLANTED
PER AOlE.
3. IF GRADES ARE ESTABUSHED BET\!ICEH OCTOBER 15 AND DECEMBER 30, EITHER RYE
L~N~OR r:.~~G~~GA~.r~r~TEOFOF2 :U~~~~~c.01ff :1Na:
SHOULD BE CUT AT llhlE OF PERMANENT SEmtNG. ALL GRAINS SHOULD BE CUT
PRIOR SEED WA llRNG.
4. IF 1E1lPORARY SEElJ(NG IS E5TAllUSHED PRIOR TO PERMANENT SEEDING, lHE MULCH
MAY BE ELIMINATED EXc.Ef>T IN "BAllE'" AREAS.
5. If liflAOlNG OCCURS DURING DECEMBER. JANUARY OR FEBRUARY, NO SEEDING 10
TAKE PLACE llLL SPRING PlANllNG; HOYlEVER, IT IS IIlPERAlI'o'E lHAT ALL
SEDllIENT FL TERS AND TRAPS ARE IN PLACE PRIOR TO BUU< EARlH1<<lVlNG OR
ClEARING.
EROSl~ PROlECTlON DURING CONSTRUCllON AND SEEDING
t. lHE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROlEC1l1>>1 IAEASURE DURING
CONSlRUCllI>>I SUCH AS, BUT NOT UIlITED TO:
A. SlLTAllON BASINS
B. SILT TRAPS
C. STRAW BALE DAMS
D. SOIL CENENT
E. MULCH ANt) SEEDiNG
F. SOIL STAElILlZAllON FABRIC
G. ,JIJlE NETlING
2. IlUAILS AND PLACEhlENT SPEClFlCATION fOR lHE ASO'o'E IIDIS ARE AVAILABLE 1>>1
REQUEST FR06l lHE ENGINEER.
3. ALL CONSTRUC11ON AREAS ARE TO 8E SEEDED IIAIolEDlAtEL Y Fa.LOWlNG GRADING.
4. swAl.i:; AND LAKE SI.OPE SEEDING: SEED AND fERllUZE \\IIlHlN CONSlRUCllON -
UlIllS INMED/AlaY AfTER CONSlRUC11ON WllH Ill/ACRE "RED TOP" GRASS, 2011
ACRE "RYE GRASS" 2OIlAr:RE. "BLUE GRASS". 2!5IlACRE "TALL FESCUE'" GRASS AND
BOOf/ACRE 12/12/12 FERllUZER. CUT NiD FILL SEEDING ALl>>IG STREETS:
25flACRE "TALL FESCUE" GRASS. 2OflACSfE. "RYE GRASS", 15f/ACSfE. "BLUE GRASS"
AND,'BOOflACPE. ,,1,~2t.2 fERtl.JZER.- lAPPROXllIAtELY 25 FET BEHIND CURB FOR
saDlNG AI.ONG . PAD AND PARkING AREAS SHALL BE SEEDED WIlli
4OI/ACRE OF ANNUAL ,RYE GRASS.
ll. WOOD cawL.OSE RBRt STRAW OR MULCH SHALL BE APPlIED AT A RATE OF 3/4
TONS PER ACRE AND SHALL BE REQUIRED FOR ALL SWAlL LAKE SLllflE AND STREET
saDlNG..
e. STONERlPRAP (WINIMUY 1/3 CUBIC fOOl) IS 10 BE UnuZED IN AREAS Of' HIGH
YELOaTY SlREAIot FLOW.
PARKING LOT S"ffiIPING
1. PAINT IlATtRlAL SHALL COIIIPLY 'MlH FEDERAL SPEClFlCAllON TT-P-1I5A FOR
TRAI'F1<l PAINT WllHOUT GLASS SPHERES. (COLOR BY OYINER SUEC1ION),
2. STRIPE PARKING UNES AS SHOWN 1>>1 DRAWINGS WllH STRIPING PAINT.
SUBCONTRACTOR TO PERfORW ALL f1EU) LAYOUT WORI( 'NECESSARY 10 ACHIEVE
STRAIGHT AND TRUE UNEs. ASPHALT WUST 8E CLEANED W1'tH POVIER BROOIot AND
HAND BROOIl TO REIIOVE ALL LOOSE 1,1.1. TERlAL BEI'ORE $lRIPlNG. llIE
SUBCONTRACTOR ro PRO\IIDE BARRIERS TO PRE\91T WARRING OF UNES BY 'o'EHICLES
UNTIL PAINT HAS DRIED. $lRIPlNG PAINT SHALL BE APPUEII AT lHE MINIMUM
RATE Of ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED 1>>1 J\UI SOUDS) AT A
VllDTH OF FOUR INCHES.
~
E
8
g .~
.~~ .e~5
;;~-~~j
{gJg~cn-a
ai 8. <6 .,q'u;
t)~ Cll;:l;;sLs
:ml2~;::-;::-~,
~s;:SEEl
C>
<::
~
c:::
.~~.~~
~.~ f ~
.~ is: cE g-
~'2'E~
u~~~
en
c
I);::
G)
,..., CI)
.s::c
C)--
-- C) ·
Met)
c: c:
_w_
~
NO. DATE
REVISION OESCRlPTlON
,\",,\\\1:;;'''',#',,;
@7~Y;k;:' I~
(: (9~;'~) :J
~"!Il!!\~.~~~
~'''~IIIJ~~~~l'~~~'''''''''~
B-.Ji. >t.v. ~
lWm.
[KJ
Circle K Midwest Division
Post off,ce Box 347
Columbus. Indlima47202
Phona: 812-379-9227
~nv ~"'1'AAII!
TIl6 ~ntof ~ ~ ur.ool'fd8nd8lhst
~ In tho _"'10 """"" bv leI. and atm,
thai tho ma!<lriala alnUIn pIMladg6d and C<:ll'IftcIonll
buII.....1nftwmation of lEI. A=rdi1g1y, lhO ~t
BgI'M!l tD retain theae matertaLs in atrId ccnftdenca end
_oollD__ma_lDany_
p8rly and fur1hat _ no! to mol<a coplao of lha
me_lo, Tha 1edpIent.g,....1o usalha maloriilb
only for tha _ purpooo for _'EI .... __ tha
matartall 8Y8lIabIo, and nldplan' _ III <elum 011
ma_1I III lEI eIth..."""" complotlon 01 tho '-
!l<JIlIOlIO'" upon lha ""1- of IEI.___
-
:iE.liIIIIElIil
CIRCLE "~
1230 S. RANGLlNE RD.
CARMEL, INDIANA
CIRCLE K STORE 1t2275
9CN.E: '"=20'
IeICIII) 8'1! XXX
QEllBJ Ill': DWF
DAm 03101108
DRAl!II 8'1! HwR
!ElIllOIJ(" NJA
iii lIIII': 9160CK~1
IllI6lIIUllf:.
SITE
SPECIFICATIONS
il1lIf:LSl
I'l
!!
~ !'
M:
C901
II
//
//
//
ij
II ij ;,'
Ii ((
II il
II "
Ii II
II
- - - - -=--====~~~- --------- :1 Ii
- L -=--"~~~....---.-.-.- I: l~, 'l~
-~-~_L_~~~_~9__,~~....-- ~~~~.'"'b.~ =,,~ 'nl'DU1_--~..., ,'b.,"'::\\ 'b.o ?-,/'l
-~--==--~ - ------.;~-~/.'" V);;l~'T:n~~~~(_~~\ '---;:::.;,~--'-<;;"";:.--~r\- --- I /
( I '1.s V'b '11.7 "18..,1
:: :: 1:: ~~~~ :~ :: :: · ., ,: ':~ ,:'" ~~~~~~~~~~=~~~
'b,1 'b~ I 'b.. '\. \ ;',:.0.i<: ":" "', , 1.0 '.1.8 '.1.0 '\.8
~~ I ,
'b., 'b" ~ 'b~ 'b. '\~ \ i~ r; IT r '.9 '\., "1.2 b '\~ a @4.a .3,,;;:, :,":r~' \,,'-:';;,
'b.1 'b., ~'Il.2 'b: ,~'~ V"l.7 "l.3 ,\,. 'b.a 'b.9 '.2[ '\.8 '.1.9 ",.s . \. ... ,:,';'"," ::':
'b,. 'b,1 ~'b.2 'b, 'b.8 \j/I '\.1 'lu 'b 'b.a 'b.1 '\.0\ '\.5 '.I.8~.s '57 ,:/ ,", UI.s :
I /"" j
'b.o 'b,1 11'b.2 'b 'b.7 ~ ,',:"'. "",,:',;'::,::::\,',,"',',:" """"'("',,':::',:"';,,/'::,", ',:F",:,,:'~ 'J.. 'J N';-, ''1.& ,; a
II I ':/ ,:.S:~";:'t~~r~,.~;;, '" ;F)';'; ..:;; ',y:" ";',':: 1"':'/;,',' "I.
'b.o 'b" :: ".1 'b 'b 7 I ~< ::;:f: I~.~:, :::;-'"~:: , , ~: '::,\.i,:"!'I! ~!-:~:;2 ":'"~:~.. im N": ~_ ~ e~"I, Ii
II r;;: ~I ~ \"":::'::::"~':.<: /,," ,...".":;;,:,, -'x,, ,,;,::""/ !: II
'b.o "., II 'b., 'b -- ----,:"'::".,,:::'1,,','8 ;!;} I ::" ....,'.",., 'f 1~ '\.1
II <::,: :J/~':, ~;?::.:'-:~.::" ~:":i":',:<,"\;:'~<l::;:;,).'>fn,j f::f'" i! ::
'b~ 'll., ):'b,' 'b 1 :,""j::-:.~'',l;:H.;,>~.>;!.:;P);fP':;:~iiI''L:J,i ~::, "l.. "f.J= .~; '\'Ii ~"I.o ,
\.0 'b,1 II 'b ).1 '8.3 'a., "","""";;'" ~';';, '\,',;",:,:..j"'" ;,,0:, ','.' "", F: C,:-,'",.":''''','''"'"",,,;:>:,, ':0',:/ '",> , '\ ~ "l.~ t\'i
:: I ($>EJ r:~::'.~:;::;ez;; <~ I _ . ~ ' ~ 111;:::, ',: ! ,
'b.o 'b., ii'b3 'b !~~~"'t \.2"1'~'~j\.~ 'a.s dl,;, 'J.~ f3 ~,. "1.5 '\.. "1.I \.8 ,'!J.8 '!J.. t. .2 \: ~.a~l;'~ ",.G Ii' 1
'b.~ '!J,l 11'b., " ~. , ":',> T);'j; ~..",~.o '\.1 '\.s. '!1.8, :,,:;:};" '\,9 I\!
II , "-::':>'\,'< !:-."
'b.. 'b.o ! 'b, \ ~.l;,{L~ ::;;/:;Y0:~~ V..8 'J~ ~.2 '.If '\.7 '1.5 "I., .3 'J.o 'J.. ~:~..:~> ".0;, h '~.
II I ""'" , 1" .~ .. ~ :>:,,2::;':::-:: 1(> II
'b.o "D.o 11'b.1 'b~ ""(;': ~ .... ,'!1.. ~I'~~ ~~ \~ ~.2 i ~!"l.9 '\.9 '.1.0 .'l.8';; '5.." ":'S'~"<?,, , 2,9 i
II' \ ". . I'):!" ".::G(<;.::;;;,: ':"i ~ V'
:: : I:" :1 :":~ .. ,:- .,)<;~::}:~:- t::;'~.');:.::.,.,:;\~~;: ~) .t" ,,""'i,:.,il
II -...--::.---- , """:::::- -:;.. -...... .".-'=""="'=-..:'... - .- b ~ .. ..
'b.. 'b.o 1iJ,,,,,,,,,='jy,.=Jo,=~=~=~=},,,= ~i-&=XII==,* ~=~=~r'L= =\g,= 'J~ ... '!it /1 l1l:. ".2
=-==== = I
'b.o 'b.o 'b..' 'b,o 'b.1 '!J" '!J~ 'b.3 'b.l ".2 'b.. 'b, '!J.5 '!J.3 'b. 'b7 'b.9 '\3 '\.a "l.7 .2 .1 II". ,I
III
III
II
III
II I
I
I
i
I.
/.
=====~======-.,p
Ii
(//
II
w~>
~
Lumin?llre Schedule
Symbol Qty
4
3
Label
54
D4
Arrangement
SINGLE
2 @ 90 DEGREES
NOTES:
UGt1T LOSS FACTOR = 0.80
MOUNTING HEIGHT = 20'
FOOTCANDLE LEVELS CALCULATED AT GRADE.
Lumens
36000
36000
lLF
0.800
0.800
Description
GBM-FP-400-MH-Cf (MH=20')
GBM-FP-400-MH-Cf (MH=20')
MaXiMin
30.67
PREPARED FOR:
o
Insight
Engineering
Inc,
UGHTING LA your FOR
Circle K @ Rangeline Road, Cannel, IN
o' 20' 10' 40'
'~~
SCALE:
STARTING DATE j
HI-DB
L..l
1~ : 20'
drawing#
BY; SJM
lANDSCAPE SPECIRCATIONS: Thne IIpec:lficlJtion-! cover the fUrJ:I~:!Ihin9 of labor, p1ol1b,
oqulprmmt.. -and matt!lriot~ to pflrfo-rT1l landscape oporoliofls In connecUon with this cOI1sUuclJon
project at the- lecotlon ~hown on th. ~andsCQpe drawing.
LA.NDSCAPE MATERIALS: Grtlnular non-burning prl)duc~ comp.osecl of not le:!ls lhan 50:11: orgenic:
slow. acting. guaranteed onal)'!is professlonal fertJizer; 2.0"; oittOQon, 10X phosphoric aeld. end
511 pota.h by ..eight ar by similarly approved camposltion.
PI.JIN1lNG SACKFU.l SOIL: Backfill plant pits with the following top.ail mixture: 1 port
on-site t-opsoil, l part imported (op",ofl. 1 pert eompQ,t and 1/2 pound plant spoi::ifie.d
fertliur per cubic yard.
PLANT MAITRlI\L.S: Provide tnlG!J end shrub$: os Indicated. Compty 'lltith, sizing and grodlng
!li:ondofdl of ~American StandQrd (or Nursery Sloek.. Provide only sound, nl!lQlthy ~lgorQu!l
plan Is free from defacts, dlsfigurin9 knots, sunsceld Injuries. fl't1st cracks, plant diseases,
inse:cls or any other form of diseQ$c Of infariaUon. 'All planta shari have fully di!vl:!loped form
wiU,Ot.Il volas or ope.nspocu.
Pl.ANTING BED ltIUlCH: 3 irtc:hos of Pramrum grade. -shredded hardwood mulch..
PROJECT EXECUTION, SUBSURFACE lIJ1UT1ES, Contraclor .hali deteemino ulillty line locations
prior to commencing woit:. Any cor-fIlcb rbatween utiljty. IccQUans~ e:.:ca\loUon and/or tandscope
Oper.aliOM thall bo brought to Ownerl!i -attention prior to commencing excavation and/or
qroding worl(. Conlroctar a..ume. liability lor any utility damage re.ulling from lond.cape
operations.
CON'TRIICTOR SHAlL NOTIFY UTIUTY LOCATE SERVICE (1.800.382.5544) A UINII.4U" OF TWO
WORI(ING DA'lS PRIOR TO EXCAVATION.
PI..ANTIHG EXCAVATION: When conditloh$ detrimtlntal ta plant 9rowth ant encountered, 3UC" as
rubble fill. -odveraG drainag-e or QbetructlQn~, noUfy tno Own.r befortl planting. Set; plClntin-g
d!!ltails far plcinUng, prunlngl Qnd .laking rDCIuiremena.
SEfDEO lAWN: Complat., - IJU. other londscape ,plantings. mulching and sloklng prior to sltttdlng
lawn area.s. Apply fortml:er ot 0 rate equal to ... pound3 of actuQI nitrogen 'per '~OOO square
fee-l. Spreod top'8011 DYer lawn Draas to [I dopth of two i~che:8 priQr to teed bad preporoUon.
CultNDte l3Ioil. to a d"pth of thre-e Inche-!I prior to 3eedin9. Seed bed uhall be in a firm but
L.mccmpocled condition with relatively fine- texture at tim~ of seedrng. Apply Worrenls Turl Type
TQlI Fncu1!l~ Frontrunner, Dt the rate oJ 7 poUn.dB per 1,000 equrJre feflt Spntad weed alld'
:seed free ~tQw ounffonnly over aeided .or,,-08 and UC:UfG In place- with emulsified toc:idfier.
Conlr-oclor snail mointain .seed$(! lawn fer a period of 60 -days beyond flnol occl!llptanc-a by
mowing arnt watorintJ 0:, ntquln~d to maintain vigorous grow:th during e:,tabllshment period.
PROJECT WARRNl1Y: CClntrtlctor tl:hall WQrrant trCHIDi shrubs, ond plgnb for a period of ,Qnl!!
year after date or ;9lJbatcn'tiClI comptetion Qgoinst dot-acts includll'lg death and unsaUaroclol')'
growth, except for deJects l'UIultlng from "~Iect by !.he Ownl5r, abuse or damage by othan.
Qr unusual pnonomena or lncldent~ whIch .ore beyond In3tollClr's control. Remo...." and replace
trees. shrubs, or othor phmto found to be dood or In unhealthy condiUan during warranty
perlod. Replace Ire.. and .hrubs which or. in doubtful condition at end of warranty
period.
. TREE/SHRUB SCHEDULE
KEY BOTANiCAl NAME SIZE
If' /v:;er pla.tonoid.. 'Em.rold Queen' 2.5" Col.
Emerald Queen Norway Mople
M; Amelanolll., I grondinore 'Robin Hill' 1.5" Col.
Robin Hill SoNicebony
OK BLIXU!I J xore:ent;l 'Green V,lvet' IS" HI.
Groon Velvet Baxwood
CB alue Mist Spirea ' 2~' Hl
COl)'Oplert. x ..ondonen.i. 'Blue !.list'
CC Carpinus caroUnIcrn:J 1.5" CoL
American. Hornbeam
IV . Ilea virgin I.. 'Henry', Ge"'er 2~" HI.
Henry'. Gemet Swee!;lpire
JC Juntpe.ria cnlllfJn9ls 'S&a Green' 18-24" HI.
See Green Juniper
"'P J.Iyr1oo penSylvonioa 30" HI.
Northern Boybilrry
liS ' Block Gum 2.5" Col.
Ny..a sylvo!!co
pa Plotonu, x ooerfolla 'Bloodgood' 2.5" Cal.
BIoodg~ Lendon P10netree
QI Quercus fmbricaric 2.5" Col.
Shingle Oak
ZS Zellcovo .erralo 2.5" Coi.
JoP<lne'e ZelkoI'(]
PERENNIAL/GRASS SCHEDULE
BOTANICAL NAME:
CA ' Colomagra,ti$ orundinaeso 'Karl foenrler' 1 GoI.
K.rt foerstor feclhe, Rood Gro..
CZ ~~~~g.t::~~~ato 'Zogrob' 1 GoI.
EF EeIlinnoceo purpureo 'I.Iognu. 1 Gal.
.\Iognu. Purple Coreflower
Hp Hemerocolli. 'Pordon "'e' 1 Gal.
Pardon Ue OcylilJy
li.l Urio~ mu,cori 'Big Blue , GoI.
Big alue Ullytuft
PH Pennisetum alopecumida IHamelnl 1 Gal.
Dwarf Homeln f auntoin Grase
PL Percvskia alriplic:;cilolio 'Little Spire' 1 Goo.
liWe Spire Rus.ion Sage
~
"Holey Maley" soys,
"DON'T DIG BLIND"
0iIt...,."".,..1l'fMr1Nl......
I-DOO-3B2~S$<<
~~~~~~ts
WJlY'f'rf'J THE ~ I.OCI.lION SEJMC[
,.., {2) lIiIaQG r:.as BDmlt ~ .-:JPX.
PRUNE BRANCHES AND fOUAGE
INTERNALLY BY NO UORE THAN '/4
RETAINING NORMAL PLANT SHAPE.
NEVER CUT OUT EVERGREEN LEADER.
CUT AND REMOVE BURLAP FROM TOP
1/3RD Of BALL ALL ROOTSALLS
REUOVm FROM CONTAINERS SHALL BE
SCARlflEO PRIOR TO PlANTING,
SUB-GRADE
\ +"' /
\ <,,#' ,f
~=~~===L_....~
~ / I
"\ / !
" i j
\.l I
./\ J
~'I. .~ ! :" '1 I
~=~= == = == - = = = - = -= == = -=~-~::::..,"::::::: ..-.j~ ~ ._.1. -- _ _ _11_ _ _.__
I . - ., TT...T! -r1--~-.--_."-"...-
I. ,', l' ; i r T I
" ! ! I : I I
,; I I g J; "
r I: ~I r I I 1
(, ......- G' - ~ t- 0, L~ ~ _. L _._. j N.l
.-W-W~"+---.W,,+.,. Vi". ..-Yit..-...-....-~
~ ~ : G (; I
-;,
\.
...
1>-.;:1 ...!!...
"
I
L^
;:,~~;...".c~':. ~ _,-.,.::~:;~~,.~:._,} :__'..
~; I':::-:?',' _:~i' ':;~.:
CARMEL DRIVE
,(
!' !
+..~+ - .. -.. '-1
J' I
f r
I
I
f
(~
@
Landscape Master Plan
Scale:l"20'.Q'
TOPSOIL
CUT AND REMOVE BURLAP F'ROM TOP 1/3RD OF'
ROOT BALL
PLANTING SOIL BACKfiLl. SCARIfY SlOES AND
BOTTOM OF' HOLE PRIOR TO PLANTING.
LOOSEN HI\RD SUB-GRADE
PRUNE DEAD AND DAMAGED BRANCHES, NO MORE
THAN 1/4TH OF BRANCHES. PRUNE TO SHAPE AS
NECESSARY RETAINING NORMAL PlANT SHAPE. DO
NOT CUT EVERGREEN LEADER.
SHRUB SHALL BEAR RELATION
TO flNISHED GRADE AS IT BORE
TO PREVIOUS EXISTING GRADE
3" MIN. MULCH IN ALL
PLANTING BEDS AND HOLD
MULCH AWAY fROM STEM BY I".
WRAP ENTIRE TRUNK TO HEIGHT Of SECOND
BRANCH, TIE EVERY 6".
ROOT flARE SHALL BE LEVEL WITH FINISH GRADE.
REMOVE SOIL AS NECESSARY FROM TOP OF
RooTBALL TO EXPOSE ROOT flARE.
PLANTING SOIL BACKfiLl,
SCARIfY SIDES 'AND BOTTOM Of
HOLE PRIOR TO PlANTING,
1/2 WIDTH OF ROOTBALL
~
Shrub Plantino Detail
Nol to ScaJa
~
Tree Planting Detail
Nollo Scale
c --..
ProfcssioO.al StaI
I ~f
~l
hI
cJ ~ ijt
~ w i.i
~
Cf.J ~ Ii'
~
~lj
tz~
u ~ i~j
0 N it
Cf.J ~
C/) (.;)
~ ! j ~f8
~ .:l lzf
~"
W ~ j U1
0 i.U
~ .:l
W .Ill; ~
Z ~r ~ jJif
~ ~ ~ i (~
.'" "":
U UJ ~ ~~i
(/) lfJ: p'
Z r3 ~1
~ Ijj
~ ~ -B
~ ~
~ ~ gl fbf
~ ~ ~IE
LO
r-
N
("oJ
=t.:t::
~
(1)
13
L..
" <3 c:
co
C) "C a.
NORlll c: (0 ~
0
.C cr. 0)
a> ....
Q) en
Q) .!: co
e- m ~
0)
C) c: (0 Q)
e- rn c:
LU cr. (0
..c: :e co
........ S .E U
.c 0 en
en(/) a; ""C
'Ci) 0 E c:
C"') ctl
C N rn ......J
...... U
D~igned By ~
Drnwn By rB/
Revisions
Project # Om
100 04.l1.1Il
LP 101
l'lo
C<rmoI Dr.,/IlonvlIltIa Rd.
( Overlay)
11\
J
III
~
~
_..u...__.._._._...........___.____._..==---=---_-:::;-~--
---.-~-------..--------_.--~--~.._-- -~--------
CNlIEL DAM!
-~-.~-'---_._,~_._ u.oem..t AQre<<nent l~m._
~-n~,_.__-.~~~~yN~I=-~...., \
::.::::JliJ 01" "IT 'TV W 1"Rn:An' 'tL 0-
o t,>>;'.:, ;,,>:-.,.i~,..::;i,(.;. ~ -
A,:\\:',,;, :Y~';~"~~: ~';;/,:'!:,i,::\...
IffI
~--~ -- -- -.-=-
-- - --
e
..~ " /,
\:
c...r:::: ~~ ~lty I
CompGn)' DtlocI .
II1oln1m...t No. 2OC*-714al V ~
N
OD
\
I)
.;.
.;.
'\ *.;. (!) ~~ N9
e ;>o;t'
<IiI ~ C,J:&.I' I
-~~ '~ "~~~tJ ~
POsT (3) ~ ~-c.
~ I-r U6'~l~ I
0~ ~
>;; ~ I
:.:.~}. ::':>~';>:-': ::(;'~,":;"" i.: ~~ 0 I V
-" ~t @ " :".; .,':';;:j;' ,J:;
Ol} ';,}\:'<;:., ~:'
Aro'Y'?'>":.:;' ~> ,,'
~: ',/' "'J :'.~'';T,'.'.: 'I,'. :.'." :.......:.'./,.>:' :,':.'.:, .'....>,".'.::.,.,\; -r ..... ""'"
"', \.~ ~,..; 'JI"i'j";..;-:C"::.-, r:'::'.>f.'" ::"lIJ[,i;:;' ;:>~:;'; . 8 r\'
:~~:' :~;.:; ..;:.>(:~:.;.::::>:}'::..::;..{~I:::./.~...::.)::::):,:::VO ':, :';:' ';-: ~
":, ::,'. ~., ': . ~.~?'.;< ~<:.:.;..".,:. ~.:<: '::0<\.;' ':':. ~ V{~: fo,./':i
:.~..'; :);":::..:'H.:. t:,:,:";:"'>::'.";.-:c:".?<D"':'\\.: B:~:;,:" ',;.;-: >~F ' I
'. .-.~;;.::::?~ ~'j::':'.>/~:<"'};D::;::-i~TI"';":<'::' '-i.'::'.','';:;;; :'i:". ::,'
.~:.I;;~,y.n t-..\...,;:\::.;....,' " :;':',:, '>;1,>;;-::::::..-,,;;:.. ::':;',:;.,::- :~:::
, ;:;, ,...:';,.;\':~,:"i':.:..::..,~",:, '.-:...:,"<":':.;;,:,-".':,\",--,;" '.:'~: = 1
'.: ::,.I')':\'lrl;'i.:':::;:':,::"" ',"'o,',..,..,.,':';'::"'[]:':-:""':':::: @ ,
...;...,.,-..,....:.::..;,.:;.'.:~.>:.::...-'.. ,,:::: ~ .:":.;.
~ ~ :
~ ". .;;:i45;~ 00 \,/u;,>,:,~;:jt'
i (; ,~L:i';';;: ~ ~ :{r',w~tj:~,
L'"'~"'Y ~ F!I ~.. ,'. ., ,., . . '~: .;' ...
_~~"_~~.~ _:~:.:?:::..:.:.':; :::.'.':::~":~.,;., ":::.~:~_:~:~:::.:~::=~~::.~:~:;.:". 'r 1
...~_~N \ N 90'00'00. E 190.00' '1 V
~~" =~~I
y....s He 211. w: ....,.....- - .
~~y~abIIty \ CllrrI><lIlr,~ M I I j
Inlllrumont He. 2D04-7I42IJ \~T ~ I Overlay] ,I ! I
II
J I
I r I
II I
I
I
~
:t:
'b
o
o
p
8
(/)
o
LAND DESCRIPTION PER WARRANTY DEEOD9834341
Part 01 the Soullumt Quart... 01 Section 38,' To.r1l!n" 18 North, ROIllI<l J feet In H<lmBlon Coonty. IndlDllIl, more porticulorty detIcribed ""
fOlomc
Comrnendng 01 tho NortIIIlOlIt com... of aoId SouthllOllt Quart... SectIon; thfllce South 00 ~ 00 mlnJtea 00 _ feet (AuJmfld
BMmg) oIong lIIe EoIrt line 01 aoId illlarter 5ectlon gJ8.15 fee~ tha.ce South 90 ~ DO mlnut.. 00 ...,..,(Is Weort 75.00 feet to the
aa;lNNING POINl: lhonce CDIltlnUIng South 90 ~.... 00 mlnutea 00 **,,"do Weat 160.00 leal; tlu;n0<l South 00 ~ 00 mlnutee DO
_do !:dot DIld poroIleI wIth th. EGot 1In. 01 the oak! illlertor Secll4<l 200.00 leal; th"""" North go degr8M 00 m;,ut.. DO _do Eeat
190.DO feet; th...ce north 00 ~ DO mlnut.. 00 """",,<Ill '/loot ....d penlIleI with the Eost Ih. of oald illlart.,. SectIon 167.12 feet; lhonce
Norlh 42 ~ 22 mlnut... 24 _ West 44.51 Ieol to the BEGlNIfNG POINT. CDIltcll1ing 0.861 ocru more or _
I
I
I
o
~I
:Jil
;1
~I
U11
''!<1"~~p-
I
I
r- j
! !
i I
i I
.m~_ _~
I
j
)], I~
if; IIi ii
10
.1 (/)
I
i (
-Ifll
el'l :
Y~~nllN-RJE
CAS1I<<l \1!1H IIRASS PIli
PER H.c.s. 1ES
&..EIIl!lIEIIi:
E
8
~ .~
.~~ ~.~
~~-g~j
18 .!=9 C).a) .c
() ~ i i tr
.Slll).ffi;:::;::::-i
~~:SEE-~
SIGN LEGEND
C>
c:
""
~
.~ CD ~8
~'~li
.Sl..!'il:>Q.
'-Il.lJ) 0
~'E'Ej
G~~t3
(1) PROPOSED CIRCLE K SIGN
(1) EXlSnNG lolONUlolENT SIGN (TO RElolAlN)
0)
t:
-;::
(1)
....... CD
.J:c:
0)11I-
-- C') ·
U)c:(.)
.Ew.E
~
MO. DATE
REVISION DESCIlIP110H
_1lr.~1ld.
[Overlayl
~~,,\\\\IIW ~lllt)!.II'/~,-
@7~Yr~ ~~
f (90::~:)
~,!~~~~
"'",IL'?!!.~~,I\\\\\"~
9-.Ji. >tv. ~ '--
~
Am.
[R1
Circle K Midwest Division
Posf office Box 347
Columbus. Indlll"" 47202
Phone, 812-37~
ctIHRrIIITIM nv !frA~ .
1'tI6 redple.'It of theu mai&riata und&rstDnda thai
"'!l)'Ifght In Iho malerlol> I> _ ~ !EI. ood _,
lhaIlho maIanaIs conloIn pmtlodgod and IXlnI'odonIIoI
__ Information oHEI. Aocoldhgly. Iho rodpio<1I
eg..... to _Inthoso _"In __""" ond
"II_ooIto__mo_l>to011)'_
polly ond furthor sg..... 001 to moko""'" oIlho
matoriols. The I1Idpiont _ to uoo tho ma!o<flIIo
only"" Iho _ P"'\lOIO "" _ lEI ho8 __11Io
_Io...........ond _nl_"''''''''''''
11'l8lItria'* to 1E.I.ei:therupQf1~ atOll,- lnb,ndBd
,outpOIt:l!IOfupontNI ttJ(pJttStdlEJ, wI"th:f1evtItlXlrnl!lll
-
. .m..&IIia
CIRCLE ft~
1230 S. RANGLlNE RD.
CARMEL, INDIANA
CIRCLE K STORE #2275
9CN.E: 1." 20'
I:EliIlMD 1m GBM
aa:mD 1m DWF
llAlt: 04117108
IIlAIIlII't: HwR
fIElD Im'(" NlA
FlE IW/E: 9760CK-DP
IJlMIIUIE:.
SIGN tOGA TION
PLAN
!,
If:l
Mi
JIEI.lIl
10F4
woo'BU!la9U!5u814B!BU!'~
XBJ OB06ilW (LH;) II" U I !
Ot06.B~ (L~C) .., ~ ~
"',':'~I':'~"::~6UlJaaUI6u3 ~, I
'"""w'OW'Wd.""" i: ~
I 6~~~~~~~~ 1 II ulSU I ~
u6!sao 9l!SII!^!:) t"1 II
!i!
.!z:-,a
I
!!
I~
Ii
I~
Ii!
~
J~~
DI8
~!
~
~ {
~
i
I
-[ ~
t 7 i!
~r i lfi!
l j~
+ r
~
I
l!!
;
.e-z
.fr-.t'l
..fl-.~
...,,~~\~,I~'Y!j~~/~~,-
~"'- C;J/-._~~.t. ~
~t'./ co "'-~
~ .1 ci:g III i-,~
~~i:z g I f~€
%~...... O'>~/ 7
:;.<',. .....---""" , ~
'~'IIIJIJl'r.~'''\\\\\\''''''"
c::
o
:~ ..~
Cl ~....
~ ~~
~ B~
~ ~i
~ l!l~
J!! 0..8
~
C3
!llfjll~iill ~
1~1!_1!jh.ll;1 ::::l ~
~~Ihll!l!!!iii ~ ~
li~sji.lli~~~ ~--
I ~t~~~.Il hi ~~ ~ i:d
I ~ m!;~i!f6J ~ ~
H:S~~II[~~f ~ z
h H:.rj-IE o~
Hdi~j~Jih ~ . ~ en
11~lil11illl~ ; ~
~~
Cl~
zo
~tn
~~
ug
(3
z
o
I-
<(
>
W
-.l
W
l-
V)
<(
W
.f'-.~
.~-.a
~ l ~ ~
~&ii~
- ~ :B'
~ II i ~
(')
1ii
"=
- g ~ 15
'; .0 ~;
~ Iii iii
ill ~
..... - '1lICIft:i 6IJf aa.a
-~':k~==
U)
(92:
zO
0'-
-1:;g:
~w
aJ-I
W
-.::::t
Ll-
e
N
;
z
o
I-
<(
>
W
---1
W
l-
V)
w
3:
---. - ~.. ill....
-~~~~:s
woo'Bu!laaU!6uaI46!SU!'MNJt,
)(8} Oe06-9yg (W:) III ~ U I
. OVQ6-9yg [He) -.J
oeZ:9t> NI 'suodeuBIPul
a~allepu~~~*~ 6u !J88U! flu 3
6U!llnsuo::) IUilWdolilAila II:::
. 6~~!~~~~~~ 1 II U I SUI
; uBtsaa 1ll1S/I!A!O t '1 .
.~ jdlhl~lij I ~ a: < ~
:~ 21" f~1~1~:;~I~llJ --I ~ ~ l z ~
~ ~i~ ii~hla!fi~~t\ ~ ~ ~ ~ ~ t;; i j C) ~
III ~ Ill" dh 1st,!!l en ::::::i $ W I!! !Ii ~:z: 0
~l'l ~ ~ i ~ P ~ ~ I H 'l5 ~ UJ ~!iS :Ii i ~ i 0 l--
B ~;;'<ii .I~:: !!!dll~I~~J .. C9 u:f:i; Q.....J <(
~ ~H !ill~UHjiH g ~ ~ ~ -- ~ .~ ~ . ~ ~
~ 8 -1:.11 ia:!l~:il!il ~ . U en (.) H 0" ~ w
13 mliHHliil ~ ~ Ii n I ;
r
~!
'J.,,\,\\\lI'I~ urllll~,,1.
. /',~.~~~%
- ~,~ co ,i.Q:;o
:: ."" 00 111'1\-'=
~~t:z 0 ; i!~E
\~.. g _....Zlf.")~
~~~~...~~,,~
"'''JIJJIIJI~ '11\\\\\\',.....
~
I...L
o
cry
!ii
z
o
;::
~.
...
w
:t
I-
:>>
o
Ul
tt
-; \!
I!!
i
.fo-,IIl
.fl-,w;
I
;
z
o
t:
~
...
iii
%
I-
~
o
z
~
1 !~
~ j!
~!
.fl-.ll:
I
;
.~-.a
CD
MONUMENT SIGN
EXlSllNG
(46.67 S.F.)
4'-10-
CD
K SIGN
PROPOSED CIRCLE
(2.3.36 S.F.)
OJ
co
:::I
~
<: 018
~~.~L~i
Cl2~E
cpca:;JQ.
~~~l
~~~~
E
8
g>
o -co
co Q)
Q) N 1;1 ~
'f: ~ -- 'j?
Cl~~:5.a
~ .!2 ~ &: ~
-g ~ co 00 '",
& m ~ ~ .=.
t.)onfijt::t::~
.a t.O .- ~ ~. !i:
Jil;;~c.c.
en
c:
-t:
CD
....., (I)
.J::s::
C)-.-
-- C) c.i
U)c:c:
c::W_
\\\\\\"'w ~ II''}!!;"",,,,
~~~Vll;-;-'~
19/ No, \~~
L.. ( 9000. 66 lei
~~\ -" /~$
~ \..... J.w.I~.t;;;.:C,.'.;:,$'
%"1 iCWAl' 'o;.~\~
IIII""IUII1"\
J
1"1
I ~
p ~!
M~
--lo'--l
ELECTRICAL PAHELS
38'-~"
=~
t
t
"
4'X16"a 4')(16"a
li'-~
S'-rt'
COFFEE
CONOllo4ENlS
[;~
J
~
..
H0100GS
4'Xle"s 4')(16"S
~
~
SALES AREA
~
o'-e"
Ot::iJ
I FRlm l
L RACI( J
III
! i
I
I
FSK ~
D____~__~
t
lo
lIIE..IIf!!IB.
E
8
g.
~ fJ om
.~.... .i!! ,!:
~ ~-* ~ f
,,!:1~~-5.
u~ ~~Cb:~
CDLOC::--~
~~'iEE~
CD
<:
""
~
~~.~~
~:.2 :; ~
~~~ ~
~"E'g~
<3~~~
en
r:
~~
CD
...... Q)
-'=C
C)--
Ell_ C1
~c:
_W
-
t)
NO. DATE
REVlSIO!iI DESCRII'IION
",,\11'" 'w ~"I'j!.II'",
ff?~trHfs /~
(. (9~:~) j
~'l@I!!!.~::::C.~
~""/I/!,~~,:~';~"~
Am.
Circle K Midwest Division
Post office Box 347
Columbus. Indiana 47202
Phone: 812-37~7
rxDSFIDAf'1W.m !1j.~
The redplenlor___ u__
oopyright In Iho "",_Is Is owned blIIEI. and _,
thaltho _Is oonlaIn plMIodgod and_
l>usInoN Infom\allon of lEI. MoonIlngIy. tho _pion!
ogreel to retlIln IhMe rnlJtericlls.ln Ibid. oon1\denc::e and
&gI'8BS noIltJ dlaclose ~ m$tDrlBbl tI;J MJ' oCher
pa!tf ond Iurtho, _ not III rnslco _ or tho
...toriIIlI, Tho _pion! og_ 10.... Iho _
"'"Y lor Iho '""""" """""'" for _ 'E! hao macIo Iho
l'Ilittel'\.tIu available, I!tI'Id redplant ilQmlIB to.n!llum BII
"",_Is ItIIEI_ upon mmpI-' 01 "'" Inlondod
purpose or upon the 1'1'1que&1 of lEI, wl'dd'tIer..er COtI"IK
tn"
m..lIIIICil.
CIRCLE R~
1'230 S, RANGLlNE ROAD
CARMEl, INDIANA
CIRCLE K STORE #2275
5CIoIE: 114"= l'
ID8ID '"' XXX
0ElQ1) '"' DWF
1lA'E: 0411 was
lJIlADIlIt HwR
fIlJl BlQ( ~ N/A
fIE IWl[: 9760-BLDG.DWG
IIllalUBf;.
FLOOR
PLAN
HELJlll
A1
II
U
s:
'I
if)!
i';.
m!
....... - :WIM~ .
~~-=
.
iii
~
,.,\\\\\\1\1 ~U"I"II',-
~,,~....~/~
~4.....( CO ......\$%.
~ fe_CO ,,~...;;
~~~~ g I ,~~
\~.. Ol./:B.i
~J'~"._~;~
4f"'IIII'trf~1n'\'\\\'\'
c
o
(jj
'S;:
" 0 ~
m~
~ B
:g~
::!:-
~ l!l
coo.
~
C3
~flt.< h~f~iU .~
~ai1l1~.l11!9,q -I c::::
1~~!~9lti!Y fi . ~ ~
~IIJ~li9t i~ QQ ~ I
II-9t~i..I; ld,s. i . ~ ~ ~
~th ell Ii ~'l! g-~ UJ:z::::;;
!~!~i~jl~ti1:4l ~,~ ~
rll~ 89 ~~!!Il !<...>CF>
f'"e ~~ -ll 9~ <=>
~IUnihnb ~
~ l ~
~iiiCl C!)~
~IH!~ ;;2 N
~ -I~ <(
:>:: :::. w
;..~~~ 00-1
Hi!; wI
!
6umnsuo:) ~uewdOI9^,1{]
6up(9AJns pU!ll
6u!UUllJd pU!ll
u6!saa 9I!SII!^!:J
IlI6!SUI'
g
.!t-.a
I
!!
, I~
t ~ Ii
t ill
f ~
i-. b
r I
"l ~
~.
I<!
;:
z z
0 0
- i=
"If t- .~
~ ~ ~ r:
...
....I iii
LY
l!- ll-
U'l
I<! <<I) III
;: ~ <it ==
III
~
~ ~!
' . I
f. ~ Ii!
Ii
'i~
r
~
~
.;
~
.fr-,111
-fh~
-!l=-.a
,I~
I
i
.e-.l
.fr-"I
~
~
-.TE COIlIfC(
\!HTE ClOlllllal
.!eo
J
N
12'-2"
Rfll -=
~UIlI DOlIl _
FiEll_lIllISlI.lI_"~RlQlT
WIt. IIISUlA TEll Q.AZINQ
NORTH ELEVATION
.!eo
J
N .
I
lJIlUTONE
TW.
4Z' -ai'
SOUTH ELEVATION
D..IIlfIIlEEIl
E
8
0,
g -E
,~~ ~1
~~.~~f
"C~rnC')J:
c&.~c:QOI
u~~~~~
,~ :g .!I! ~.;:::- ~
~~~aE3
C>
C
~
'~OI g>8
~ j;;'>, '"
o 2 ~ Cll
~e.;j5j
~-g-g~
u~~~
C)
c:
--
'-
G)
... CU
.cc
C)-,-
11- C) ~
U'J C. u
.5w.5
-
NO. DATE
REYISIOlt DESCRIP1lOH
\\\\1'111.""1/
~,,\\\ '0 W. ~'II,,,,
,f~~n'l'j<~
~8( No. \~\
~ .! 900066 J * ~
~:t.\ _cr jJ1J~
~-:i~'.(1Il1~"".:&~
'~"11,,~fl!f;'~11";~~~
.am.
Circle K Midwest Division
Posl Office Box 347
Columbus. IndlarIB 47202
Phone: B12.;>1~
I'ftIIlAftl.U.I'IY~j~
The rodplent 01_ -'_IN!
~ In tho....- ~ """"" by lEI, ond_.
_... ..._ cm1IlIn plMladgod ond _
__ InIormoIlon oilEr, ^"""'<l1rW, Iho nIdpIont
",_I>>___In__ord
IQreGO net to <l1:odoIo Ilt'Itd.8 I'NIhItIsiII 'tQ fIht tdt'lcu
pony end further _ noI I>> ...... <q>loo oIlho
,","""""" Tho ruilIplonl_ I>> UN Iho_
onlyfflrlho _ _ fflr_ICl r- modo tho
molarialo ._..... rodplent_I>>.......aD
molIriol91>>IEJ_.ponlXlfl'lllotionollho__
:r- or upon tho nJqUOOl of lEI, - """""
.Ilt..IIIIl!f:B
CIRCLE 111(1' SHELL
1230 S. RANGELlNE ROAD
CARMEL, INDIANA
CIRClE K STORE #2275
SCM.E: 1/4'" l' DAm 04110108
DIlilI\ID Il't xxx EII.\Illl II'Il HwR
DE:tlIZ Il't OWF fIIJ 1lCICIC" N/A
II.E IIII!E: 9760CK-ELEV-l.DWG
/&IH..JD.I:.
BUILDING I'
ELEVATIONS
Jm.lllL
A3 I ~ ~!
Ig~
NI1m
lIlUIII _
WEST ELEVATION
NID
...- -
fWIID
--
NORTH ELEVATION
SOUTH ELEVATION
RU1IIl
lIlUIII_
"'"'"
--
IUI1Il)
lIlUIII"_
""""
--
EAST ELEVATION
lIIE...EI:l!IIE
g
C,
m .~.
.~~ ~.~
~~~:5r
"'C ~ C'l~ g! -a,
~ 8. '0;
() cqg .,!
"'''''''~~I
~co~-,...,r-:
cij"~~Ee
'"
<::
1
.~ Cl g>8
~ .~.~~
.~fj ~
~-g-gJ
t1~.'J~
C)
s::
Il-
L-
G.)
.... G)
~m5
-- C) II
U)c:(.)
.Ew.E
NO. DUE
,:,\",\'\\\\\"\W:"';.t/~,,'L.
f'~likj<~
(. (90~:.):)
~"'I.<<!I~'~~
~~~/cHAC '(..~,\'\'
'It'lJrljIl1\\\
gm,
Circle K Midwest Division
Post OfIice Box 347
Columbus, Indlsrl8 47202
Phone: 81.2-379-9227
1!i'IBlIIRI'1UI'ITV!n".l'lAiR:fF'!
Tho rocIpIont of "-" materials uncllnIllndll thai
IXIII\Iright In !he _Is Is ownod by fEI. and -.
iIlallha ma_ COIltlIIn prtvlledged and canfldontiaf
busI....1nfllnna1loo of lEI. Aa:ooIingly,Iho rocIpIo.l
agreeolll_rnlheBo maleriBIa In _coo--.ooond
_noltDd-.th...rnalIlrIllIollllllll'_
porly B.d furthor _ noIlll rnsko '""""" 01 tho
ms_, The I1ldpleo! _Ill.... tho ma_
on(yforlhoflmllod pu~ for_'E'.... """",tho
matDriB!l awllablG, and f"Ddp!Gnl ~ to rMJm aa
matariols III IEI_ 'upon """pIollo. of !he Inlondod
puI"pOMIil'JIfuponth.,I'1JQ~QfIEI,~COIT'IIltS
-
muII!BE:Ill
CIRCLE'"1r SHELL STATION
1230 RANGELlNE ROAD
CARMEL, INDIA~
CIRCLE K STORE 112275
UE: 316" = l' 011.11': 0612&07
lI!llICIlIIlll'l\ XXX llIWIl ft HwR
OEDCED ft DWF FIlJl 1IIJlII(. NlA
FIf 11M: 9760eK-CANOPY ELEV.DVI/G
JIW!li..lIllE:.
CANOPY
ELEVATIONS
am.ra
A4
J
d
l~
Ut
n~1
Mi
(l)
~
.~
rfl
0fJ
o
e~
~
rJj
.~
><
~
.J
"
r
....
't
\
t
,
~
1
\.
~'f"
~
....J
"'-4
~
(~
~
~:
ill
II
ClI
\..
"""t-.. -"
j
\. ...'""'1.-
--.
~.,;'
,
t
~)
l~\'
lj
.
f
oJ
jr,
.. ,..,~
..,.:~
i:~:
.,
~. ~-.
l; ,
1"~ ~;. ~ I
)1,..~ " ,- '".,
\ '/,:Jt <' :--:" t
."; ~r 'f;C
~'~\:iJ':.~:I_! .
:-: .~ " of
,y"
" "~f~~"
,
I ~.
I ·
t i
~, ;"
,
,,'
)!~_.
,~
../
'I
I
I
I I
: I
I I
I I
\ I
I
! I
I
I
I ·
I I
I .
I I
I
I
I'
I r
-)
:J--.--...,. ~
1-
· iJ
I
~
...
.,..
r--
I
I
I
I
I
,
t
.,
,Y
t
l~ - ---
- - -
- - -
l'
~;...'<>c;.......,
I
I ·
\\
00
o
.~
.-c;
l ~
.~
~
~
~
CJ.)
, . ~
u
~
.~
u
~
~
cd
~
o
cd
~
rfJ
,
I.
I
I~
,
t ,
t4
~\
,
'ltl~\~.,!,FW'
k~(
...... '. ':f,;!
- ~
~.~i'
~~
~,..P1
" J
r -~:
I.
..
I.
l